HomeMy WebLinkAboutAPPLICATIONS, CO, MULT DOCS - 12-00194 & 12-00195 - Hemming Deseret Book Shell & Site PlanCertificate of 0ccupancy
Departme", 3.I*l*ili"veropment
35 N. 1st E. / Rexburg, lD. 83440
359-3020 / Fax (208) 359-3022
Building Permit No:
Applicable Edition of Code:
Site Address:
Use and Occupancy:
Type of Construction:
Design Occupant Load:
Sprinkler System Required:
Name and Address of Owner:
12 00195
lnternational Building Code 2009
18& S 2nd W
Deseret Book Shell
Type V, non-rated
N/A
No
Hemming Properties lv Llc
31 13 W 1000 N
Rexburg, lD 83440
Headwaters Construction CompanyContractor:
Special Conditions:
Occupancy:Mercantile, display and sale of merchandise
This Certificate, issued pursuant to the requirements of Section 109 of the lnternationat BuipingCode, certifies that, at the time of issuance, this building or that portion of the building that wasinspected on the date listed was found to be in comptiance with the requirements of the code forthe group and division of occupancy and the use for which the proposed occupancy wasclassified.
.-2{ 3
C.O lssued by:
There shall be no further change in the existing occupancy classification of the building nor shall any structural changes,modifications or additions be made to the building or any portion thereof until the Build'ing Official has reviewed andapproved said future changes.
Fire Inspector:
P&Z Administrator
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REXBTIRG Pl_ease Complete the Entire Application!
If the question does not apply fill in NA for non applicablecsr-.'" -
t\nzrica\ Family Co m munity
35 N 1* E, RE,XBURG,
208-372-2326
CONTACT PHONE #
PROPERTY ADDRESS:
PHONE #: Home ( )ceu( t 4ca-2bi1
owINER MAILING ADDRESS , (bO tA 7-^ ]CITY: STATE:_ZLp:_
APPLICANT: (If other than owner)_
(Applicant if other than owner, a sratemenr ;
APPLICANT INFORMATION: ADDRESS c
STATE: ZIp_ EMAIT. _F4XPHONE #: Home ( )- work ( )- ,.rt("{ Zi 3 '- z n1 z
rst accompany this, application.)
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CITy: {Lf'l-z+^."t
MAILING ADDRESS, IbO U] Z^'I S , ffi" , (e/,,*,, sTATE-ZIP
PHONE: Cell#
EMAIT TDAHO REGISTRATION # & EXP. DATE
How many buildings are located "" tf,i, pr"p.rtyl
PROPOSE,D USE:
(i.e.'Sing1eFamilyResidence,MultiFamily,Apartments,Remodel,G*"g
n"T:_ttf*T::"t1"9),1,:,u.**:p,^l}"Tg+ll9.)_ lNp AUTI{oRrZArroN: under penarty or perjury r hereby cenig that riiffil j:';:H:".:xi:,'::jl,:':,:t::::"":^Il'::-::::::r1ly:r":,tvinformationwhi.r'-"vn**i*i.i"."i#"lu;;:;J;?r;':T:"ffif#,i:H:":iffi:'Jlxh?rs#;i,I::*:::ji::*.::il*-*-*9.:d+,:ru:TTfj;ffi%?;l:fr:ffil'liiS,liJi^*:..,"**fi5#g:H:tr;1T:"il-*i*rj*:in*:::*:t'.'"*::::::i1'.-':o11^."":.;;;;ffi;E;:;:#J;""p#;:?,::ilff:ff.G::::'il;ffffiif#.';11':1;:t;H:'#,:^":"T::9,::::1.':i_::.*:ff;'?1'jiF,,99,;,#yiltJ;'T:::.",Tiffff3,:H:T'::11.'Jil3J;'i;"*?T;".,or on the the perfllt or approval was based. Permit void if not started within 180 days. permit void if wo;^.,on";;;'ifi;;:.
Signatute of Owner,/Afiplicant
Do you prefer to be contacted by fax, email or phone? Circle One
)lttrLL/ lZ
DATE
!?ARNING - BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!Plo fees are non-retundabre and are paid in firn at the time of .pplication t.Pr^;r;;;LM
_ City of Rexburg,B Acceptdce of the plan teview fee does not constitu;e pf* .ooi""ii*rBuilding Pemit Fees re due at dmc of applicatiol** **g11469 p.*ti" *. *iJ ii"l*Tti.Jiio." .o, .r.".**
Builfng s
City of Rexburg-
ctTY ot1l N. 1" 8., Rexburg, Id 83440yhone - e0B)359_3020 / Hothne- Q0B)372_2344 / Fax _ e08)3ss-3022
OWNER'S NAME
PROPERTYADDRESS
SUBDIVISION
PHASE -____-_ !v r BLocK _
Perrnit# lL 6019 5
REXBTXIC
c5r "-*.*.,.
4 me r iut l:euily Co tn m unih,
D Approved for temporary powertr Approved for permanent powerReqwiredlllELECTRICAL
Electrical Contractor,s Name
,",*2*):;;i;ffi;Himf::;g poors: $65 ree ror each trip to inspect
$65 up to 25Hp " ;$;; :;'("200Hp ag130 over 200 Hp
Name
g:gJse number & exp. date
7-3r* l7__---
Date
Address 8z7 L,t" I
I.'MMERCIALAND''TRIAL) Totar cost of erecttical system (conuacted(tnct'/der the co$ of mateiab installed wrdlex ,1ib, ),u *ppg;rgit. nrlrriiia ,rarr,ti, iJir',ir'iiii*r ree,o ro an1 and a// eleiri)/
not tpecifcalfi nentioned ehe
Er up t" uo,{{{'on
tbisrom)
,,:::t'*':";i;;);;;;i';:;;;';;:;;";;d
AmounQ $-
g n'*""'iii,"o01- $100,00r ,iffiool, . $260 = $Eovet$too.o|].-^:::.ii@x0.005)+$1,160=$
:f ::Y;,'n:'"::3::TSJi:r[:*ffi "di'g'$zoo-'.".,,"anotinvorvingachangein
RESIDENTIAL
Near Single Familv Dwelling' including all buitdings witb wiring being constructed on each property. (,?Based on liring space,
see definition beloa)
g Up to 1,i00 sq ft _ g130
H 2,501, to 3,500 sq ft - $zoo tr 1,501 to 2,500 sq ft - $tgsu over 4,500 rq rt'g:zd pir, $os for each a.riti^-"r , ^.,., _ "F
3,501 to +,soo ,q ft - $zzs
ffiror
each additionar i,000 sq r::"';::r'"3,ti,t1ri-1;ru1%uu x # oradditionarN eu : M urti_ Fa.it;ffi, o *r)
H DuplerApartment g260gThreeori'*.-"r,i-r"-,lyunits:$130-p.er.buil1herlr:uu,o':T:1.,
LJ Existing Residence' Moiular, u"rr"nr"",rrred oii{ob'. fio-".,,rrd D.tuJla shon: $65 i"" p-iilTto p",n:'ff '.1,'iluili[*:,rus:L:tli.d:r#f ,#ill.*:,Hffi,M"",
n Y:':*-^. - ,
MISC.ELLANEOUS
g' iiffffi.&""Ti""J;",T.:;":l',:;i',1,T:"::l::T::-"J:f.'"period no,,o exceed 1 year)-g65g Itrigation Machine: $65 for cente
n T""iri""t S.rvice: $65 per hour
r plvot plus $10 per tou/er of drive motor
n Phn Check g65perhour
_ n Requested Inspection: g65*Living Space - space rvithin a {weling unit intended for human habitationba'lhing, -B;'T:ff;r;;#;#:ff:fiiHnff:'n:ffiT:,.Xil:::T.ly"?tffi:_ts,eeprng,ea,ing,cooking,
,tu-jf Lr.""sed Contracror
BuiJng Sofety Deporlm
35 N. 1$ E., Rexbutg, Id 83440 City of Rexburg
Phone - Q08)359-3020 / Hotline - e08)372_2344 / Fax - (208\359_3022
PHASE LOT_ BLOCK
CIl'Y OF
BEIB-'qB9
Americsb Family Community
OWNIER'S NAIvIE I esro.t-. l3or, kPROPERTY ADDRESS gt" ," "t'f , U .Sf permit# l zSUBDryISION -
0btlS
! Approved for temporary power
n Approved for permanent power
Requircd!!!ELECTRICAL
Electrical Contractor's Name Pf t^ n rtrz t2 f erfn,c gnsiness Name fu, nrn ,E le. n, t
Od*rtt City ZD,|to W /ls St^t":Eo zip ls3 vu I
cell Phone (Zo*) fr9 -?oi t b-rsiness phone ede) -9-L2_-?oi /
FaxQ-u$ 5?2- 1?ty E^il
(COMMERCIAL/INDUSTRIAL) Total cost of elec tticalsystem (contracted Amount) E-I4 ott-.11_(ncludes the cost of mateials installed regardler of ibe parE suppling it. The feu listed under tbis inspution lpe thall applt to an1 and a// enot specifcal! nentioned elsewhere on thhforru).
tr Up to $10'99q^ - (total cost of system x 0.02) + 60 = $tr Between $10,001- $100'000 f f@ x 0.01) + g260 = gtr Over 9100,001 _ ( fr"r"t ."r, "f ryr* OO@ x O.ObS; i $t,tOO = $small works (conftactors oNL\): $10 fee fo, *otk rot "*."eding$200 ir'.ort and not involving a change inservice connections. Does NOT require inspection.
RESIDENTIAL
New: single Family Dwelling, inctuding aII buitdings with wiring being constacted on each prcperty. (*Based on riuing space,see definition below)
tr up to 1,500 sq ft - 9130 tr 1,501 to 2,500 sq ft _ g195! 2,501. to 3,500 sq ft _ 9260 ! 3,501 to 4,500 sq ft _ g325E over 4'500 sq ft $325 plus $65 for each additional 1,000 sq ft. or portion thereof ($325 + ($65 x # of additional
_ , 1..000 sq. ft. or porion thereo0).New: Multi-FamilyDwelling (Cont ."toii Oohyl
! Duplex Apartment 9260
tr Three or more multi-family units: g130 per building plus g65 per unit:+
3'::Tl:::: j::T,T:H::1*,....:f.'p::j*g,q. rt. oith. uyla-q r$os ; r$-t-r";ffi;S',."H$inCentralHeating/CoolingSystems:$65whenNoT;,'tofnew,..id.,,.iuiffi,'"1
\Y/id--Wi"irg
! Spas, Ffot Tub^s, and Swimming pools: $65 fee for each trip to inspectPumps-Water, hrigation, Sewage (each motit)
tr 965 up to 25HP lg95 _ 26 to Z00Hp 1g130 over 200 Hp
MISCELI.ANEOUS
D Tempotary construction services oNLY: 200 amp or less, one location (for a period not to exceed 1 year) - $65tr Temporary Arnusement $65 fee plus $10 per ride, .on..r.ior or generatortr Irrigation Machine: $65 for center pivot prus $10 per tower of drive motortr Technical Service: $65 perhour
tr Plan Check 965 perhour
tr Requested Inspection: $65
;t"ffi:.r#:tr":r,ili"T#*1-:H:x,^:::*"0 ,::*T liy:*"" whigh may leasonabry b-e.utlzed for sreeping, eating, cooking,
,/
pulposes. An unfinished basement is considered pari of the riving space.
- 7- l_/7 6* vt - 11-
bathing, washing,
of Licensed Contractor License number & exp. dare Date
Building Sofely Depqrtmenl
City of Rexburg
Permit#
{<*********xx*+\v41g1 Meter Size:
CITY OF
REIgqBq
Ameicab Family Community
35 N. 1s E., Rexburg Id 83440
OWNER'S NAME,
PROPERTY ADDRESS
Water Meter Quantity:
Boeit_ 5fart-
Reqaircd!!!Plumbing
Plumbing Conftactor's Na
Addtess Pa l3o.x Ltt6 city RerbrT srurr- 4:_Zip tj{4a
Cell Phone ($a5')3 ry 674a Business Phone (
Fax (
(COMMERCIAL/INDUSTRIAL) Total cost of plumbing system (contracted Amount) $ Xi "t-
(Includes the co$ of nateialt installed regardless of the parg suppfing it. The feet listed undrr this intpection fpe shall applt to an1 and all p
not qecifcalfi mentioned elsewhere on thisfom).
X Up to $101000 (total cost of system x 0.02) + 60 = $
! Between $10,001 - $100,000 ( (total cost of system - 10.000) x 0.01) + 9260 = g
! Over $1001001 ( (total cost of system - 100,000) x 0.005) + g1,160 = g
RESIDENTIAL
New: Single Family Dwelling, including aII buildings with wiring being consftucted on each ptopetqr.(*Based on liuing space,
see definition below)
D Up to 1,500 sq ft - $130
! 2,501. to 3,500 sq ft - $260
tr Over 4,500 sq ft $325 plus 965 for each additional
1.000 sq. ft. or portion thereo0).
New: Multi-Family Dwelling (Conttactors Only)
! Duplex Apartment $260
! Three ot more multi-family units: $130 per building plus $65 per unit ($130 x # of buildings) + ($65 x # of units)
! Existing Residence, and Detached Shop: $65 fee plus $10 per fixture up to the maximum of the corresponding
sq. ft. of the building ($65 + ($10 x # of Frxrures)
n Gray Water Systems: 9130
tr Lawn Spdnklers/Backflow Device: 965
! Modulat, Manufactuted or Mobile Flomes: $65 for sewer and water stub connections
n Multipurpose Fite Sprinkler and Domestic Water Supply System: $65 fee or g4 per sprinkler head, whichever
is greater
Sewer & Watet
! $38 Sewer Line l$38 Watet Line l$65 Sewer & Water- if inspected at the same time
! $65 Sewer tumaround under house (change from septic to ciry)
MISCELI.ANEOUS
! Plan Check $65 per hour
! Technical Service: 965 perhour
tr Gas Line: $65
! Water Fleater Replacemenc 965
! Requested Inspection: $65
! Hydronic Heating: $65 + ($10 x # of manifolds/zones)
*Living Space - space within a dwelling unit intended for human habitation which may reasonably 6" o 'lized for sleeping, eating, cooking,
bathing, washing, recreation, and sanitation purposes. An unfinished basement is considered part of the living space.
l){arl *r* ft 6- 6- /;
License number & Exp. date Date
! 1,501 to 2,500 sq ft - 9195
! 3,501 to 4,500 sq ft - 9325
1,000 sq ft. or portion thereof ($325 + (965 x # of additional
Pruject
Address
Inspection Type
Day /Time Req.
Inspector's Report
I nrspncTroN TTcKET
O Res.
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ODTSAPPROVED
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Rec'l Acknowledged
l{har . Ottc CopyF.ftF.cGt
gc.o. (FTNAL) DNOTAppLtcABLE Dolo NoTINSPECTAcrfoN REeUTRED: Nh,.NtF,
rtfor. Job Copt Prrf - h.D.drlce,
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Inspction Request: Rec'd Fy
Fhone No. JOK I - 70 t tI'q**' Dscraal &nKShpll- pennir rrto.14 /at1€.nd*resr **:ltO t4., Lnd S ..
%lnspection Type
Inrpector's Report f, Res. R fomm.
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Sldg.
Phune No, 5g1- 76 tI
Pennir xa lZ N l7 Sxlr,ott l4 ,U,*;,,&d.{ - "._ *Inspection TyW *\? .u t)e,
Dal/Time n"q. ta I t7. /t?_ tq., oa o.-:
Inspector's Rrport f} Res.M ro**.
nni{Attc.c. {F;NAL}ilNOTAPPI.'CA8LEt rr ,'1r! n*rrLrLAULu il pln f*s' *{$Frc?4cn0N REqUTRED \\tg- --
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tnspcrion Request Rec'd Bv + o'rc ql rr {t-
Req. By - , Phone No'
r fu, Perrnit No'Prolecrlpffi
lnspection TYPe
Day /Time Req.
Insp€ctor's RePort
blspecrro rrEMS CONFORM TO APPROVED DWCS
INSPECTOR'S ACTION
ftrernoveo
trc.o.(FINAL)
ACTTON REQUIRED:
f] DISAPPROVED
INOTAPPLICABLE
trY DN fIN/A
DFINAL
D DID NOT INSPECT
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ACTION REQUIRED:
ilSISAPPROVID
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ilFINAL
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: Rec'd sv -A rlnL'nc/ ('L'D^t"
Phone No.
Perrnit No.
O Res.F Comm.
b'S_J_LInspction
Req. By
Pruject
Address
lnspector's RePort
INSPESfOR'S ACTION
gforr*outo D DISAPPRoVED DFINAL
! c.o. (FINAL) C q{9r APPkttYt D DtD Nor NsPEcr
ACT|ON neQunr
Rec't Acknowlcdged
lvlil. - Olltc CoPY
F"FrR.C0o3
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Inspection TYPe
Day /Time Req.
INSPECTED ITEMS COXFffi-TO IPPNOVED DWGS t]Y DN
lD. 83440
1B) 359-3022
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$256.00
iT FF FLUiiT. T[RfiiI IJilIIEH
iitEtli Ali[ullT
TAYHTI{T
IHA'rifiE
ttliiiiT* 1tfl*l?l
Ti{*l{ti Y0u Af'iti iiFtut f, l'l:[[ ii'1T
umbing Permit Feeiit ' "qt:
i5$. ilil
iqi nfi
ti. il[
$3,965.25
-$1,oo0.oo
$1,700.00
$1,650.00
$465.00
$610.00
$1,000.00
$396.s3
$1,748.20
$256.00
12 00195
t2 00{95
12 00195
12 00195
t2 00195
12 00195
12 00195
12 00195
12 00195
er
9r
12-a323
12-0314
12-0243
12-0316
12-0316
CHECK
06/0512012 Mechanical Fee Based Calulation based on Mt
O6tO4t2O'12 Permit'Electrical
g4t26t2012 Permit Fee DePosit
OGlg4l2O12 Plan Check Fee
gGtONzA12 Water Meter & Parts
s256.00
JuN o 6 ?$\?
genpmtrreceiPts Page 'l of 1
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t Fee
wer
rter
tarts
$396.53
$3,965.25
$1,700.00
$1,650.00
$1,748.20
-$1,000.00
Total:
$396.53
$3,965.25
$1,700.00
$1,650.00
$1,748.20
-$1,000.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
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$1,000.00 t2 00195
A i:ii[E ii*i
ol\qg r' a7915 $ [''f*'t (^i*' $t'
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Page 1 of 1
Xpress Bill Pay - Payment tryttt"t Page I ofl
City of Rexburg
35 Northlst East
Rexburg, lD 83440
208-359-3020
4o col, erinter J i
ffi
Transaction taken bY: amanda
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Billing Information
Bullseye Heating BullseYe
Heating
,83404
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j
rg' -- Oate: 06/05/2012 - 3:08:18 PM
Transaction Number: 15607888PT
Visa - XXXX-XXXX-XXXX-51 69
Status: Successful
Description Reference #Amt per ltem # ltems Total Amt
MECHANICAL PERMIT 12 00195 $465.00 1 s465.00
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1l FF i{l"r:H, fEF:iiIi Uilli!-{ t ti1l1"[i]re Based Calulation base $610.00
Total:
$610.00
$610.00
iii{[cli 11liilui.ll
FU'NFNI
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THAiIIi Ttiu Ai'III HAUE A i'I]TE TiAT
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$1,000.00 12 00195
Total;s610.00
3) 359-3022
$ 610.00
JUN O 4 \OQ
genpmtrreceipts Page 1 of 1
Xpress Bill Pay - Payment erSsine Page I ofl
( I 1. 1 (l l
REXBURG
{lart
Irr.r rrrtri l'$iltit "l ,!iritfl,ittfl
Billing Information
Headwaters Construction Co.
Headwaters Construction Co.
,83455
City of Rexburg
35 Northlst East
Rexburg, lD 83440
208-359-3020
40 Col, Frinter .J t
he-"*T- IL,@nal
Transaction taken by: amanda
) Transaction detail for pavment to City of Rexburg.Date:0412612012 - 5:00:24 PM
Transaction Number: 15148479PT
Mastercard - XXXX-XXXX-XXXX-2476
Status: Successful
Description lReference # lAmt per ltem l# ltems Total Amt
BUTLDTNG PERMIT DEPOSIT 112 00195 $1,000.00 | 1 sf,000.00
https ://www.xpressbillpay. com/cornmon/paymentjrocess.php 4t26t2012
Dory NA
VT
12 0019s
Hemming Deseret Book Shell & Site plan
04/30t12
Routing:
Bret Stoddard (Please review by Friday, May 4)
Please complete the following:
NA
I Review Plans
! Enter Notes for the applicant under submittals
I Update status in the Approvals tab
U Return building plan to Amanda Saurey
Notes:
W
{
{
{
12 00194
Hemming Deseret Book Shell - Site plan
0str0/12
Dale Pickering (Please review by Thursday, May 17)
Please complete the following:
Done NA
II
Routing:
Done NA
{!
ra(
T4
WT
nn
Notes:
Review Plans
Red Lines? (Amanda will transfer to all copies)
Enter Notes for the applicant under Submittals
Update status in the Approvals tab
Return site plan to Amanda Saurey
12 00t9s
Deseret Book Shell
0st08t12
Routing:
Done
I .;'l'll Don Allen (Please review by Friday, May l l)
Please complete the following:
Done NA
,,,fl n Review Plans
I Enter Notes for the applicant under Submittals
n Update status in the Approvals tab
! Return building plan to Amanda Saurey
Notes:
NA
T
,p
.{
il
12 00194
Hemming Deseret Book Shell
0st02t20r2
Routing: Office Copy
Natalie Schneider (Please review by Friday ,May 4)
Please complete the following:
NA
n Review Plans
I Enter Notes for the applicant under Submittals
U Update status in the Approvals tab
n Return Site Plan & this checklist to Amanda Saurey
Notes:
ffn. NA
Fn
lDfone|h-T
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{_NIt
12 0019s
Hemming Deseret Book Shell
0st09t20r2
Routing:
Keith Davidson (Please review by Tuesduy,May 15)
Please check the following and provide calculations if fee is required:
fi' V Front Footage Water Fees
r { Front Footage Sewer Fees
! { Storm water Fees
V Other
I Return checklist to Amanda Saurey
NA
n
n
{
Notes:
12 00194
Hemming Deseret Book Shell - Site plan
Routing:
oo"/ NA
YT Joel Gray (Please review by Friday, May l l)
se complete the following:
NA
n Review Plans
r Enter Notes for the applicant under Submittals
I Update status in the Approvals tab
n Return Site Plan to Amanda Saurev
,rr
ofneor
1-l
J
il
0st08t2012
Notes:
12 001s5
Hemming Deseret Book Shell - Revisions
Joel Gray (Please review by Tues duy, May 22)
Please complete the following:
oo{ NA
fl n Review Plans
oo"ez,/Na,
vrl
d
d
,d
Routing:
Notes:
n Enter Notes for the applicant under Submittals
! Update status in the Approvals tab
n Return Site Plan to Amanda Saurey
0sn8/2012
From:
Sent:
To:
Subject:
Amanda,
Chad Richards [crichards@headwaterscc.com]Friday, May 25,20128:43 AM
Amanda Saurey
Hemming Deseret Book Shell MEP costs
Here are the costs for the MEP work on the Deseret book shell
Electrical: S:gf mo fire alarm system in our shell work but the Tl General will furnish.
Mechanical532K
Plumbing: $7K
No sprinkler system.
Let me know if you need anything else.
chad eLohards
PROJECT MANAGER
LEED AP
HEADWATERS CONSTRUCTION COMPANY
CRIc HAR Ds@H EADWATERScc. CoM
CEr-r-:(2O8) 313-2C92
$\d ffiY N ffi ffi srLt {3 trJ r''{tr'
Moy I 5,2012
Plons Exominers:
City of Rexburg
35 North lst Eost
Rexburg, lD 83440
(208) 359-3020
To: Joel Groy - Plons Exominer, Amondo Sourey - permil Technicion
Re: Public Works Review- Hemming Deserei Book Shell- Permit Number 12OOtg4
Joel,
Pleose see lhe toble below showing lhe originol review comment ond our response tothof comment. Numbered comments not oddressed herein sholl be responded to byoppropriote engineering porties through lheir own memos ottoched hereofler. Thonkyou.
'.:):Z::l Sautii WE*T "i s$r!,u, S^LT LAr.{ Jlry. uras {J4l U If'|.1I|::lil t, 3::} :i..i.1.; ti
Plan Review Comments
l No lighting or storm drainage calculations submitted.See attached sheet El00 from
Electrical Engineer and storm
drain calculations from the Civil
Engineer.
See added note on demolition plan,
Sheet C200, "remove existing water
metertt.
We have extended sidewalk north
to the curb and have turned the
ADA access ramp to face north.
Water meter on 2"o West to be removed.
3. Why is handicap ramp in northwest corner angled?
4. How is oil pillow to be maintained?
5. Why are there two sanitary sewer connections?
:f+ s t,,*1 A-t*U-,1 .
There are two existing sanitary
sewer stub locations to the south of
the project location, The east sewer
stub is a 4" that served the original
building in the project tocation and
the west sewer stub is a 6,'placed
during the West 2od South
reconstruction intended for future
development. It has been decided
to connect to the existing 4,0 line to
the east. The 6tt service will not be
rn s:Tfjc * sTU til I, !NN
6. Sidewalk cross slope carnot exceed,2.0%o.
7. How is snow removal to be handled?
8. Concrete in right of way must have lithium for ASR
Mitigation.
9. Possible conflict for 2" water line at relocated Fire
Hydrant.
used.
There were a few slope labels on the
sidewalk that runs parallel to South
2na West that are greater than
2.0Yo. The grading has been
corrected in the attached site plan
and the slope labels have been
corrected.
There are 23 parking stalls
designed for the parking area,
Only 19 are required for the
building (2.5 stalls per 1000 sf).
The snow can be plowed into the
outer most additional parking
stalls, not to exceed 4 stalls where
needed. Ifsnow exceeds this
capacity or is not acceptable, the
owner has agreed to haul the excess
snow off site.
Revised Concrete note I on Sheet
C100 to require Lithium admixture
per City ofRexburg Standards.
This was clarified in a telephone
conversation with Joel.
Pleose feel free to conioct me with
response. 8O1 -532-4 422
Sincerely,
Scotl Smi|h, AIA, LEED AP
Melhod Studio
ony queslions or concerns oboul lhis memo
S1ti:i SiclThi \.1r[sr ": rvFLI, *;!iT Lar.r
Fi.r : fi i:l I . 5:ll 2,.:t.t..i..: 7
14gTHlt) 5ru[jt::. iNn UT/rH 1i,.1 | ii I
dtENGINEERING o . LAND SURVEYING
&/
PI.ANNING
___.._ _=________-]r
ll
rce berp/eS Bcr2 /< ilJoB NuMBER lacrs O scALE licALcuLArEo ev lstr-&. onre_41_I:l_\ ij
CHECKED BY-DATE,-SHEET_I-_OF-
IDAHO FALLS, IDAHO0FFICE: 12o,81522-1244FAX: [2O8] 522-9232
BEXBURG, IDAHO0FFICE: t2OBl356-60ga
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CKR
CONSULTING STRUCTURAL ENGINEERS
1295liofih State Srreer . Orem. Utah 94057
Phonq 801-222*0922' Fax: 80 I -22 2-0902
Hemming Deseret Book
Corner af Z"id South and 2nd West
Rexburg Idaho
Project #12146
April 25,2A12
Scpp* otWplk
-Gravit5' analysis
-Lateral analysis-structural design to resist gravity and lateral forces-calculations valid for the above project and address only
Desiqn Criteria:
*"j** Deqeret eoot
Location: iexburg; ldaho
Job#:1214$, , ',
Structural Design Per ASCE 7'05.
MCE Value of Ss: , 47 . %
MCE Value of 51: :16.3 %
Wind: r90,' MPH
ExPosure: B
Occupancy Category: ti Table 1-1
Seismic lE: 1 lmportance Faclor Table 11.5-1
Wind lvl,|: 1 lmpoitance Facto, Table 6-1
Snow ls: 1 lmportance Factor Table 7-4
Gravitv Loads
Roof Dead Loads: -
Framing 1'; 3Psf
2009 Internatlonal Building Code
Latitude: 4X,82A:
Longitude: '111.7891
Site Cfass: D :.
Allowable Bearing Pressure: ' 1500 psf
Decking
Roofing
Ceiling
Snow Exposure Coef. C.
Thermal Factor Cr .' .
Flat-Roof Snow Load Pr
SloPed Roof Coef. C"
Roof Snow Load = C, ' Pr
Snow for Seismic
Seismic Forces (ASCE 7-PF,$egtign 12.81:
Snow Load (ASCE 7-05) ,,.
Ground Snow Load P, ; :, ' $0 Psf
3 psf
3 psf
2 psf
1Table7-2
: 1, Table 7-3
35 psf
1 Figure7-2
35 psf
7 psf ASCE.745 12.7.2ltem4'
R = ',': 3.5000 (Table 12.2-1) Ordinary Steel Moment Frames
F6= : "1,42
Fv=; ..''2:15
Cr = .' ', 0192 (Table 12.8-2)
r=, . .O.ZS.(Table 12.8-2)
hn=.:::,'31:ft
E - (Strength Level)
Cs - 0.1275
Cs <= 0.253S
Cs <= 7.73'13
Cs >= 0.0100
Cs >= 0.0233
Cs = 0.12?5 (Controls)
T"o
a-lL-
sos =
Sot =
Seismic Design Category =
0.7*E - (Allowable Stress Level)
0.0892 (2.8-2)
0.1778 (12.&3)
5.4119 {12.8-4)
0.0070 (12.8-5)
0.0163 (12.8-6)
0.0892 (Controls)
0.2628 Approxlrnate Period (12 8-7)
l 8 (Figure 22-15)
0A462 (11,4-3',)
0,233s (11.4-4)
D '(11.6)
For T<= Tl
For T> TL
Only applies if Sl >= 600/o
Conterminous 48 States
2009 International Building Code
Latitude = 43.8221
Longitude = -111.7891
Spectral Response Accelerations Ss and 51
Ss and 51 = Mapped SpectralAcceleration Values
Site Class B - Fa = 1.0 ,Fv = 1.0
Data are based on a 0.01 deg grid spacing
Period Sa
(sec) (g)
O.2 0.470 (Ss, Site Class B)
1.0 0.163 (S1, Site Class B)
Conterminous 48 States
2009 International Building Code
Latitude = 43.8221
Longitude = -111.7891
Spectral Response Accelerations SMs and SM1
SMs = Fa x Ss and SM1 = Fvx 51
Site Class D - Fa = 1.424 ,Fv = 2.149
Period Sa
(sec) (g)
0.2 0.669 (SMs, Site Class D)
1.0 0.350 (SM1, Site Class D)
Gonterminous 48 States
2009 International Building Code
Latitude = 43.8221
Longitude = -111.7891
Design Spectral Response Accelerations SDs and SD1
SDs = 2/3 x SMs and SD1 = 213 x SM1
Site Class D - Fa = 1A24,Fv = 2.149
Period Sa
(sec) (g)
0.2 0.446 (SDs, Site Class D)
1.0 0.233 (SD1, Site Class D)
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2
Lateral Analysis
Project:
Location:
Job #;
Date:
Wind
Deseret Book
Re$urg, tdaho
12146
April2,2012
Dim A Dim B Factor Area (ft^2)Pressure 1 Pressure 2 Total (lbs)=A*B'Fac = Area*(Pl
a
b
c
d
e
t
25.5
19.s
.1 2.7
2.7
9,4
8,8
8.8
71
75
771 Ugper
1570 Lower wall
403 5 Columns
0
0
0:2744
1372Fl2 =
Dim A Dim B Factor Area (ft 2', pressure 1 pressure 2 Total(lbs)
P1+l
a
b
d
a
f
273
Dim A Dim B Factor Area (ft 2)
=A*B*Fac
8
54' ', 7
91': ;. :.7.5
'16
13.5
:t9.5
13.5
13.5
Area for 10 psf min =
Ft2 = 1653
Pressure 1 Pressure 2 Total (lbs)
2,7. 210 Roof
2.7, 265 Wall > 25'
2.7 851 Walt 2}'to25'
2,7 817 Wall 15'to 20'
2.7 'l 164 Wall 7-6' to 15'
0
3307
4763 Dormer roofs
7849 Walls
0
0
0
16133
8067
1879s
9398
,3 . .0.s
:5: : 1
..5 ,.', 1
7.5: . 1
ac
20.25
67.5
67.5
101.25
0
378
682.5
0
0
0
1 1
10.4
9.9
:9t4
8.8
a
b
d
e
f
9.9 \ .' 12:7
8.8:, . .:.'2.7
1880
1 880
Fl2=
10 psf min =
10 psf min/2 =
Dirfl A Dim B Factor Area (ft^2) pressure 1 pressure 2 Totat (lbs)=A*B*Fac 1 Notes
4428 Wall2s'to 20'
4235 Wall 20'to 15'
6006 Wall '15'to 7'-6"
0
0
77
77
77
77.
b
d
I
I
1:i
385
385
385
577.5
0
1733
1:,6
1.6
1,6
'lt.4624
rC.:..c
7,5
9.9
9.4
8.8
19289
Fl2= S6/14
Lateral Analysis
Project:
Location:
Job #:
Date:
Setsmrg
Deseret Book
Rexburg, ldaho
12146
April 17,2012
Qs =, r,;g;:122.S (LRFD)
Dim A Dim B Factor Area (ft 2) Weight 1 Weight 2 Total (lbs)Mark =A"B'Fac
1 1338.
1, 323't, t*
ir0
i,0
,j 0
Gttd:1
12
1;i
a
d
e
I
. 1 .3gl .i.::,i:9..5,'::52,': " 7 5'
152.5 Roof+Tpsfsnow
3876 Front and back exterior walls
Dim A Dim B Factor Area (ft^2) Weight 1
4680 Side exterior wall
0
0
0:38009
48/.5
2423
Total (lbs)
\r/ =
Vl2=
Weight 2=A*B'Fac Notes
+ 7 osf sno\rv
3868 Front and back exterior walls
16080 Side exterior walls
0
0
0
44520
5675
2838
" t::
b ,,,',
"
tr,
d ,,.'
e l:'.
f ,rl
t?!:,.67.,
1116
324
1 340
0
0
0
13:5i i'.' :.i
,',16 'r '2 ,.itir,-
\,f =
YlZ=
Weight 2Dim A Dim B Factor Area (ft^Z) Weight 1
Mark
to Notes
+ 7 psfsnow
21840 Exterior walls
8520 Side exterior wall
,r1l
i2
1
tg'
10'
a
b
c
d
e
I
to r,9.il,:..:.7,1:1 820 .:.,.,.: ;.,,.... : ::r.: : 1 2.lt: i.. rl: i':: i : i:i ::,,..1
710 ' :,'i .,.:.'12: :'": . ,
l,',...,r...: .,.,, t' .,..,,..:,,'..,,,:.'..
i ', ... t'. .,'., ,.a . r.1:'':: "
V=
Yl2=
0
0
n:t70500
21736
1 0868
CKR
ENGINEERS
CONSULTING STRUCTUML ENGINEERS
,ouJ-fu--fu ,,u,n /Z//d , ,.-1(SHEET IIO
f\r
IJU 'oie "/ Z" zolz
CTECKEO EY
fuyseys:-
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- 1..$q,, {\,s (ror.7
(xrr* tr . 1.tqrl,T1L = llrctl il,: (pr*
17,,-it llr, (r-,r,--,r)
!r= ,.> lo ', -r-3qc, i\ r { rr,"\
l+, ol" i1,5, linr,|
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G?-,n! . 2,4?t lt"o {r,,.r''',.
G1r.,,, '|,:. ztlTl + Zbi?2. 6LGt llrs (r".p,,)
G *,,, 5 , Z*3* +log6u*:ll ] pf \\,5 (.-='l
C. g,," to '- lqk* \ur ( r ;';',""i'.
C*,., D =U = f6lx ii,, {tr"}
lSrLlTo l{'.' ('r"''1
G*n*, D'-G -. (le'ts ! 5L7t I zttta\/z
= 16,lzcd ( *r,o,-'"
CKR
ENGINEERS
CONSULTING STRUCTURAL ENGINEERS
4*\l/e t,j,?d" -li**a .tu,,lZllc
0JSHIEI NO
CHEC{ID BY
L4
I I On,*.iut F RAWTC D,f,r'.'.rro^, Ll r/*t:'.
Asre 7 at \)c.f c.,t-tc.o^L Cc>rttlp.rt*v V TrAJt STiLi,Vc!t.i t.,"'.l.; i
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CKR Engineers Grid 1 Frame Apr 25,2012
Global
Displav Sections for Member Calcs 5
.{lgX.'t€Ie{f H!-l$i,FRfi [9nfi::r.qf:WlF-,,1l-lE-f fi |gT ,ltrtl.i;:9.;.4.4,4.:;^
Include Shear Deformation?Yes
lnclude Wamina?es ii
Trans Load Btwn Intersectinq Wood Wall?No
lncre#e Nailind Caoacitu for Vlli Ybs ';a "-;Area Load Mesh (in^2 144
Merqe Tolerance (in):l
P-Delta Analvsis Tolerance b
ndude P-DeEa tui+Walls? i'Yes
Gravitv Acceleration (fl/sec^2)32.2
Wall Mesh Size (inl r-. .'12 :' il
Eioensolution Converoence Tol. {1.E-4/erticalAxis '.... l ;;
Member Orientation Plane )<z
$olver -' '-ie AcceletalerJ
RISA-3D Version 9.1.1 [U:\12146\Calcs\Grid 1 Frame.r3d]Page 10
CKR Engineers Grid 1 Frame Apr 25,2012
Seismic Code ASCE 7-05
Seismic Base El€vation (ft) "' , ,,Not Entered !.
Add Base Weiqht?Yesctx ,,!
)tz
fX (sec) :No{'Entered
T Z (sec)Not Entered
RX.*,-5
RZ 8.5
QlEp.X I ,;:-751 1t1lt4;11
Ct Exo. Z .75sD'l tii'i,,'l't :!1!,iiffii.-:1
rS 1,4 1r '1
"TL (sec)Not Entered
OccUpancV Cat I or-ll
ieismic Detailing Code ASCE 7-05
1
)mZ 1
thoX';, jl 1 ;lt
tho Z 1
General Material Properties
1 oen Conc3NW 31 55 1372 15 .6 1452oen ConcdNl/,1,f:t6d4 1584 iE +E "6i .1,453oen Conc3LW 2045 906 .15 6 .11
4 oen Concy'l W 24OB -t 4nA'?,15,6l '11
5 oen Alum 1 0600 4077 .3 1.29 173
6i oen Steel 2gooo 111M.3'r.,65 4,qi
7 RIGID 1 e+6 3 0 0
1 A36 Gr 36 29000 11154 3 65 49 36 15 58 12t!: at:r2 Giqfi 29000 lllqa 3,-65-, "''r4#i;;5n.l 14 .qB ;1,' i
3 4992 29000 11't54 3 .65 .49 50 11 58 1.24.:ASOll Gr d| 1.:2S060,1 1154 I 65 a9:L)7_k:':6R 44
5 4500 Gr 46 29000 11154 3 65 49 46 12 58 11
General Secfion Sets
Hot Rolled Sfeel Section Sefs
RISA-3D Version 9.1.1 [U:\1 2146\Calcs\Grid 1 Frame.r3d]Page 1 1
CKR Engineers Grid 1 Frame Apr 25,2012
Member Primaru Data
Member Advanced Data
1 M1 Yes None
2 M2 :ri.i,i!.F,&WYi +flY;sX ^Nrrne
3 M3 Yes Yes None
A Mtr ,i.yi&et :.: r'1ft4Yes '',I "Nnne
5 M5 Yes None
6 -M6 fll a ,##. j.,ltl,tiE+Ybs N^na ,-)
7 M7 Yes Yes None
I ."; n/ta .4 \r'l/a*l Vacl r "::.. Non6 ".i
I M9 Yes Yes None
lOr WiiS t =-v.;.Yes /es ,. Nnne j
11 M11 Yes Yes None
12:.". hr1, . I ) lsli:ffi ;;;. : t Ya ,t'l: ?'Yes :I rYrr€ 4 :./|Nona':
13 M13 Yes Yes None
MIIA :i r s tl,r:1.Yes Yes Nonel;
15 M15M
Yes Yes None
::t:*#t:;I tttrlfi :j 4#.fh# |Yea YCs - ,NCIn$e-.
Joint Coordinates and Temperatures
1 N1 0 0 0 0y1Nt "wn/wq "'\)'46..0 -*14 n nr
3 N3 1 167 0 0 0
4;N4:_1L767 " ,1&,:: i' f:l o !:.l ril
5 N5 25.04 0 0 0
6i NA *"i,iitwAt&a-ttjt.1a\nr nI ::; f:
7 N7 26 208 0 0 0
8 F TEg4& :2f,208', ;s:l 4[,n 0:
I N9 50.083 0 0 0
10 N10 i n$rtnBl{l, .1e 0 o I i'
11 N11 51.25 0 0 0
1)t t\ff7* r E4 ra ':'4Ej n j),:1 0
13 N13 0 12 0 0
14 zn*:tdi'1.1fr7:17:1a{l n
15 N15 25.O4 12 0 0
i:tgl trffi4 .ffi-N,tA li )6)oA 79 fi_;i, s0 v:,tl: )..a
17 N17 50 083 12 0 o
RISA-3D Version 9.1.1 [U:\12146\Calcs\Grid 1 Frame.r3d]Page 12
CKR Engineers Grid 1 Frame Apr 25,2012
J o i nt Co o rdi n ates an d Te m D eratu res (Co nti n u ed)
J oi nt Bo u ndaru Conditio ns
1 N1 Rcaelion Reaction Reaction Raaclinn
9:N2 Reaction I ,('l
3 N3 Reanlinn Reaction Reaction RcacJinn
YA Nd.r I,Fleartibn (.&-l llti?r
5 N5 Reaclion Reaction Reaclinn Reaction
,6 lsl '4 Reaction t !r/.ti)r!..:.t |?=
7 N7 RcanJinn Reaction Reaction Raanfinn
.8,Nn.....4-. 1 ,,i l1 Ra,r^ti ; ':d
I N9 Reaclion Reaction Raantinn Reaction
{ni N'r0 .fi:a;,s,1 Fleadinn iiii7lt m
11 N11 Reanf inn Reaction Reaction Flaanfinn
a&it Nl2 t ..,'Fleacfion ).))i*-r&,,r.". j :Ii
Hot Rolled Steel Desiqn Parameters
M1 C-W8x31 14 Yes Lateral
2 :.1. 4r?o-!IA$1 14 I'I {l:..!Ya.i literel
3 M3 C-W8x31 14 Yes Lateral
4,M4*C41E:x31 A i;:. .g;,,t,llt////,L.V;es FatelCl
5 M5 C-W8x31 14 Yes Lateral
6;i M6 C-tlWx3+14 tv,.11 ::/: I ;tA.n{l'1,./...n Yes E:#iil'
7 M7 B-W8x31 1 167 Yes Lateral
f,i f,/IR:B-WEx31:23,873.i;:i!,il,ll :I Yea t a+;
I M9 B-W8x31 1.168 Yes Lateral
40 ;_ nttn &ti8x3f 23.875 ..a t;zt 'aittt:;,''''' ;YeCl I elerel
11 M11 B-W8x31 1.167 Yes Lateral
12 ^ll1t I 8.1ffix31 1 1F.7 ..Y Lateral
13 M13 B-W8x3123.873 Yes Lateral
t4 TA1A.:&.9l8x311 168 1il Yes l:teial
15 M15 B-W8x3123.875 Yes I ateral
'16,i [Jt,ttr ]&c+f i6i :::,:rtt Yaa,i
Memher Distributed Loads (BLC 1 : Dead)
1 M12 -06 -nA 0 0
7 ,. ;:M{3 l#6- nf,i:J]A'n 4 n
3 M14 -nA -.06 0 0
4. ::".+ - Y'-.06 -rf,lA .04 v 0 -.,
5 M16 Y -nA -nA 0 0
Member Distributed Loads (BLC 2 : Snowl
1 M12 Y -4/4 -14 0 n
2 Nl*&v&7E ra,ryl firtts;n
3 M14 -.14 -.14 0 0
A . ;*[:[Ts * Yrl : -.14 - fr&;*;O ..."n l'n
5 M16 Y -.14 -1il 0 0
Memher Distributed Loads (BLC 3 : Wind)
Member Label Direction Start Magnitude[k/ft,d..End Magnitude[k/ft,d... Start Location[fi,%] End Location[ft,%]
RISA-3D Version 9.1.1 [U:\12146\Ca]cs\Grid 1 Frame.r3dl Page 13
CKR Engineers Grid 1 Frame Aor 25,2012
027 027 0 0Ml2X-f ., r} ;i'>ltr13 :"'". X "l ' oi7. 'tt27 ,'
3 M14 X o27 -=%= -"-
llfi1115,,:I x o97 i ll0.zff: iill!=,::#
.027
o; "{4 0 n
c M16 X .027
"o47 .047 n &'.,, ,.trM12X
,,, M43 *Y f.. .047 i ;o47 o,o
3,B M14 X .047 .o47 0
. at.t X , 447,.047 "0'i (t',i
4 M16 X o47 .047 0 0
E
1 Dead DL
!.;H
5
:n , :^!:
, t);:Sn'ow'l r ' :qI ...
3 Wind WL
a , Seismii I FI "' 'l .,:i 1..: i lx 5 ft-a
nl1Drrenqtrl 14 SL /\tr '7
9=. 1.4b ,Yns v.
.i3nhr,l AC Yes Y DI 12 SL 16 A/L L
A'1 ?l-'l+1 6S+0 8W r-,'6s.Y n{i ,t 7l ltr Af,,I F.l :i
5 12D+1.6W+0.55 Yes Y DL 1.2sl 5 rAll 16 EL
7r rn+n.zSFrslD+1 -0E+&2Sfes t{)ru
DL
Hdl
I
QI t rAn:FI !!
5,SL iArl 16 EL |*7 o 9D+1 .6W Yes #d-{{m s.0 zsDs)B+1.0E Y.esX.k hlr 81 SL lvl l-l 1
Iffo-Seruice ),:,.1
j
DL 1 SL rAll EL11F|]l !.il:
12 ."1:rX t,il sl
13ffi
DL 1 SL Arl 1 EL
El+o 75W+0.75S ,5 DT SL f5.nt frfii Fr_:.: .f:
15#
17
DL 6 SL A/L 1 EL
Vi Dt_1.06SL Id .7:,'al
+n nr6tr+O 75S DL 1.05SL .75 rAll EL EE
/a 6j0 f4SDS}D+0.7E Y Dtl 5A SL tl FI 7 ;
RISA-3D Version 9.1.1 iurtzt+otcalcs\Grid 1 Frame.r3dl
CKR Engineers Grid 1 Frame Apr 25,2012
Envelooe Joint Reactions (Conti nued)
11 N6 max 0 2 0 2 0 2 0 2 n 2 0 2
,l)i ,"x i:':rEn n *2 fl ..2 Or:t n 2 s ,0t,, l 2
13 N7 max .018 3 6 995 4 0 2 0 2 0 2 0 2
14:- .?a: ,-4n7. r I ,,82.,:2 0,;#2 Or ?Ot 2 o.i 2
15 N8 max 0 2 0 z 0 2 0 2 0 2 0 2
i6 :e-r. :ffrin g;,2 !t" ,2 O-,i 2 :: 0 2 0,tl iiiffi 9!
17 N9 max -.075 2 7 456 3 0 2 0 2 0 2 0 2
TA : l''i min .'-.;: x7 6.;: -l 994 I ^ 1t0 ?.:to t tll 2l t:.i.t1 ,.fr
19 N10 max 0 2 2 0 2 o 2 0 2 0 2
::,2t1 i.ntl min 4d;' 0l 'n ,:rn *7,.:l n 2:0.a ."o 21
21 N11 max -.065 ?4 327 I 0 2 0 2 0 2 0 2
22 ,a)iLr*'fi * rq1 ;1715 3.n ),0'2n G 2 n 2
23 N12 max 0 2 0 2 0 2 0 2 0 2 0 2
24,':;: .lT}ttl 0"r I :t:n ;,',oi 2 0 .3)"0l 2
25 fnlale'max 0 2 22.115 4 0 2
V&lTIIn a-414 ,n 7i7A'I n " ,fri 2 ::;/nrti I #;
Envelooe Joint Disolacements
1 N1 max 0 8 6 0 2 0 2 0 2 2 OO9e4 3
2 mini :#{'6 3 0 2 "i'in ,0 2 n1,2 ?,t87e,;3 e
3 N2 max .265 o .004 6 0 2 0 2 0 2 -2 5OBe4
4 min .003 .2 n 2 0 2 n :rt i2,A;n "8-OAe*4iE
q N3 max 0 8 0 /0 2 0 2 0 2 2 096e4 3
I l fn*n n '..:3 0 4 0 ,!n E...':zri o fl ,2 1A1a-A 8
7 N4 max 265 6 -.003 z 0 2 0 2 0 2 -a 7)a-A 2
Rr *nin AM I *; {107,4 o 2 ol 2 -n ?-1 1O5e.3 A
I N5 max 0 6 0 8 0 2 0 2 0 2 -1 R77a-5 2
10^;i.,:: l ffitn rl"2 n-. ;i 3 o z o 2.;a {l 2^^3 )A7e'1 6
11 N6 max 26 6 .001 8 0 2 0 2 0 2 3.769e4 3
tt l:mih -:ffi1 3;" -nnd 3 s 2 -0 2 0 I -2.943€'!{.I
13 N7 max 0 8 t,2 0 2 0 2 0 2 ) 15e-5 3
1A ..:.:j:/ln mini ,)D 3 611 4 nl ".4.2 o w o 2 -2.261e*3
15 N8 max 261 6 - oot 2 0 2 0 2 0 2 1 4F.2a-4 z
.,16 'r:}H 0 :2 - nns l't o 7 ILE =0"t i 2 jff.504e-4 al
17 N9 max 0 6 0 I o 2 0 2 0 2 -1 ORAq-A 2
il8 .-.-i nl 0 g (rl 3 0 2 0;;2 tl ?l -? ?A4e-X fi
19 N10 max 258 8 001 8 o 2 0 2 0 2 8.994e-4 3
24,:i"y.&?nftmiil -.00e , i ?I - nnfi q 0 ?0I 2 "0r 2 -2.3r';9'g!.I
21 N11 max o 6 0 3 0 2 0 2 o 2 -9 357e-5 2
L2 ,:t5 :1llrn flSrk 2 o,I '0 n .,-n 2 .lo+ 0 -2.33J6:3 6
23 N12 max .258 8 oo2 3 o 2 0 2 n 2 5.8e-4 3
7&:mtn -,0CI7 3.- ffJ3 I r: 0l 2;, fl 2 0l 2.-c 6c";-d 8;
25 N13 max 246 6 .004 6 0 2 o 2 0 2 -1 7c-4 2
IR ltil min;. on3 gl 0 2:.o 3 n 2 n .."":1,2 -8 3)4,4.:6
27 N14 max .246 6 nnt 2 0 2 0 2 0 2 -2 OO1e4
7n ;l?tifl - nn?3 nnA : A,:.:,t)2 fi-2 fl#- i 2 ..910Ee=rl6
29 N15 max 248 6 001 8 0 2 0 2 0 2 5 O24e-5 3
30 ii:iYrin lrl 3 -{ln-l, i 3 0ii 2 o 2.V'o 2:.5 lq$ll-4 E
31 N16 max 248 6 oot 2 0 ?0 2 0 2 -4.363e-52
32 'min 0.2 -.005 4 O .:t n 2'"',7r..5,887eC #,
33 N17 maY 249 6 001 8 0 2 0 2 n 2 3 843eJ 3
34,.::.::?.Li!t@rl ffltn O{11 "rl 9l : r\A{3 0..2).r n 2,"" ft ,4A?1e-d'n
35 N18 max 249 6 .001 5 0 2 o 2 0 2 3 63e-4 3
36 ;;::::l ii*ffiltrrl F"Y.001 t,- oo3 R:i:*r o .2 n:2 -5.47?@4 8
RISA-3D Version 9.1.1 [U:\12146\Calcs\Grid 1 Frame.r3d]Page 15
CKR Engineers Grid 1 Frame Aor 25.2012
Envelope AISC t3th(360-00: LRFD Sfeel Code Checks
1 M1 W8X31 .043 1.95,8 .017 z. tvl 4 247.111410 4 52791 113 87i I H1-1 h
2 a\n?sl8x31 l .:: Iad$IR. :1/ 1 fr NAA *;:{$v '.7f i 41fl_4 5) 7941 113,871 3 Ftlth
3 M3 W8X31 065 14 4 043 2.10,4 247 111 410.4 52.791 13.871 H1-1 h
4 ,l\dd ...lruFY?{;o5A t4 3 037 2,itlgt 1r,,g 247.111414:4 o 791";{13 8n 3 Ft.t:4?r
5 M5 W8X31 089 14 A .048 2.10,4 247.111410.4 52.791 113 871 H1-1 h
6::MA wcx3{055 "1.9.516 ft,A 2"ilQt v t47,111410.d-i89,.':':7,.$:411? fr71 [,r {!lL1ti
M7 W8X31 o24 0 8 053 1.167 8 408 95r 410.4 52.791 13.871 H1-1 htx.r*/,/,M8',:.w8x31 T -044 l }n,87:011 r3.8?iV 6 lOffi-:tl 41fl 4,52.WI 113.87i HlJh
I M9 W8X31 .031 1 .1686 o54 1.168v r}408 95:410 4 52 791 117 871 H1-1 h
10 .M10 l -W8X31-1 o37 23-87.G .010 t3.871V 6 tn? {f}!A1N A 52"791:t73B7i 7.,-1h
11 M11 W8X31 o32 1.1676 063 1.167 6 {08.95€410.4 52"791 113 871 t{1-,1 h
+2 Mr2:vli8x31 , ne/1.16?3 nnd I 1"1,67u,E rns gsf.[iln4 5:2-79L 13.87i T;l'{t-lb
13 M13 W8X31 .170 23.87:4 061 13.87r 4 102 12e 410 4 52 791 11? A7i H1-1 h
4A ^I1A Wgxgti ,1loe I=.1684 007 1"168 Ii 6 (08_05:*[n n 62 7o-4 11387.frr {1 -th
15 M15 W8X31 161 0 3 .060 0 3 102.10S410.4 52791 113 87i t{1-1 h'16 M+6 -:l^'flX31 065 F'dt 059 u t 3 dnn oi 410,.452.791 13:Et l.j Hrl-1b
RISA-3D Version 9.1.1 [U:\12146\Calcs\Grid 1 Frame.r3d]Page 16
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CKR Engineers Grid 5 Frame Apr 25,2012
RISA-3D Version 9.1.1 [U:\12146\Calcs\Grid 5 Frame.r3d]Page 18
CKR Engineers Grid 5 Frame Apr 25,2012
Seismic Code ASCE 7-05
smic Bash Elevatiori ifrl -r;= ."Nof Entered,
Add Base Weiqht?Yes
)tX ' r .0S5 ' --ctz .035
T X {seaL NotEntered 'l tL#:4,
T Z (sec)Not Entered
RX 4-,8.5 l
RZ 8.5Ct Exn. X'' :, ../5 $.:. o-
CtExp. Z .t5
SDI, t" l
SDS 4I
b'fqi "li ..1:|r,9
TL (sec)Not Entered
DccUpancV Cat :.r0ftl : ..1,Seismic Detailing Code ASCE 7-05
1 ;;tliii:"j!..:
mz 1
tho X L-
Rho Z 1
General M ateri al Properfies
1 oen Conc3NW 31 55 1372 15 .6 1452. oen Conc4NW 36,44 1 584 {5:K::"," 1r'.4
3 oen Conc3LW 2045 906 15 .6 .114oen Ccnc4LV1f iv ?4nR 1{]d7 .15 ,R .115qen Alum 1 0600 4077 .3 129 .1736: . aen .Qtealr 79nnn r ,"^ 111&4 , -rfr R5 4a:
7 RIGID 1e+6 3 0
Hot Rolled Steel Properties
1 436 Gr 36 29000 11154 3 .65 .49 36 15 58 1.2:,457? Gr#n :?qnnn 11154 ?:r ,65 ,49'5n l)l 58 ".'t) -
3 A992 29000 11154 ?65 49 50 1.1 58 124.,AsOff{;rd7,?9f}fffi ,771X..4",:?AH A9.:42't\1 4...:...-58 I=
D A500 Gr 46 29000 11154 .1 65 49 46 12 58 1.1
General Secfion Sets
RISA-3D Version 9.1.1 [U:\1 21 46\Calcs\Grid 5 Frame.r3d]Page 19
CKR Engineers Grid 5 Frame Apr 25,2012
Member Primarv Data
M1 N2 N12 C-W18x71 Column Wide Flanoe 4992 Tvnical
D ^42 N"N13- r i |l .Wrl Ex,T,l ColumnlAfidcr Flanne Agg2 Tvniial
3 M3 N1 N11 C-HSS5x5x1/4Column Tube 4500 Gr.4€Trrninal
4 Irt4 'L[4 N14 C-HS$5x5x1/4 Tril A59S 6ii4t Fvbicel
5 M5 N5 N15 C-HSS5x5x1/4Column Tube A500 Gr.4€Tvoical
6 ME N7 N8,r.B-W18*7i RCam .Fl*roe ACS!ieal l
7 M7 N12 N13 B-W18x71 Beam Wicle Flanoe A992 Tvoical
E riililEi;i,;N8,N]B-W18x50dFT Wide Flan&e lqq2i Tvnieal
I M9 N11 N12 B-W18x50 Beam \Mde Flanoe A992 Tvoical
t*Il:t Mln N13 N1t ;.l B-WlavGfil Bearn Wide Flanoe '992 lf:.v}iifig
M11 N14 N15 B-W18x5O Beam Wide Flanoe A992 Tvninal
12 Mtlt ;t_ N8 : NS.e" r #"wile-sff Beam Wide Flance Agg?Tnoicai
13 M13 N9 N10 B-W18x50 Beam Wide Flanoe A992 Tvoical
Memher Advanced Data
1 M1 Yes OMF
2.:M?)Ye-e,i nltffi4i
5 M3 Yes None
4:MAr YCi Nnne
5 M5 Yes None
6 M6 -.)'u;. li Yes vai ttntF i
7 M7 Yes Yes OMFxIURn;hprN ::j 1. ,Yn(.'i Ya*E "t}fu|F r..r
I M9 BenPlN Yes Yes OMF
tfl Ittl ftl BenPlN .,. /-'". :fee , Yllqr NMtr ]
11 M11 BenPlN BenPlN Yes Yes None
12 M1Z .FteaFIN;.:J Yes Yea OMtr
13 M13 BenPlN BenPlN Yes Yes None
J o i nt C oo rdi n altes an d Tem peratu res
1 N1 0 0 0 0
, 7.,::::i N?i a2!: t: rt o:.al o;
3 N3 42.5 n 0 0
4 N4 5C r ni 0 0 -:t
5 N5 655 o 0 0
6 -N6l ; ;- :.. .--... l\:t, 19 nr al
7 N7 8.25 19 0 0
St f$n 4?5 19 ,,i a, -, i:,,: o -l t
. .1.-:^ |
9 N9 59 19 0 0
1{1,Nln 65-5 ,' ,19."0 O,
11 N11 0 25 0 0
12 N{}:::!:::-,'.8,28 ,25 0-,Grl. :n
13 N13 425 25 0 0+*N.frtr.:5C 25 0 n ist1
15 N15 655 25 0 0
Joint Boundary Conditions
1 N1 Reaction Rcantion Reaction Reaclion
v N2 Raa.Ji^n Reaction ffi#a im -:i RFraJi6n!r,i
3 N3 Reaction Reaction Reaction Reactionu""j :N,,Rrlar'Jian"'RriaF$inn t - Retcti?rh :Reaction ::::::::: | ,,^ataz
RISA-3D Version 9.1.1 [U:\12146\Calcs\Grid 5 Frame.r3d]
CKR Engineers Grid 5 Frame Apr 25,2012
5 N5 ReaeJian Reaction Reaction ReacJinn
A r.. N{f ;, r t":neectiori'-s"-,t, "* i
7 N12 Reaetion
B - sd{.3 2 ii Reactirrn ':.1':
I N14 Reaction
fB N15 :l Roar.iinn '!
1 M1 l-W18x71 25 Yes I ateral2M'iwl8t71 2q1 'l: ,,trt } ..:Yes Lbteiel
J M3 l-HSS5x.25 Yes Lateral4M4 '?uccE;r ?f,i Yes
5 M5 l-HSS5x..25 Yes L ateral
F ' ffii6,,3-w18x7114 26 16.5'a 1.1 YH EAI:
7 M7 B-W18x7134 25 165 2 Yes Lateralar ItFt B:{Wr-t)€(fl,E .1 r :|Y€Laterdl
I M9 B-W18x508.25 2 Yes Lateral10Mt0:3-W18xFC16.S 1 ':. l /es Lateiall11M113-W18x506.5 2 Yes I ateral12f [tlt1 ?3-WtlExSQ 1A 5:|),,Yeg,LateiCll13M133-W18x5065 Yes Lateral
1 M9 nq -09 0 0
7:t "):[Jl7 Y -nq --Ogi o g
3 M10 Y -09 -oq 0 0
4 Mt 1 *"t,: t - 09r ;39 _-0,
Memher Distributed Loads (BLC 2 : Snow)
I M6 X .185 .185 0 0t;, I\r12 ,X ,,I X4l 185 l :: O..--..,03M9Xo25.025 0 n
4 ,M7 ..."r^ r X ' l?5 nte 'l;-.. n ',:. R
5 M10 X .025 o25 0 0,8 '.-M11 r: I x ,025 , O ;t':
1 M6 x 214 .214 0 02,M17 x r,!944 2ii: :fl ;.i n
3 M9 X 043 043 0 0AiM7-,.:X 'ql .o43 t n[a, '.: l .: 0 "T{'o
5 M10 X .o43 o43 0 0&rr a!/::.1 M.i1i Yr 'na3i
" _04e (l*r*:,at
RISA-3D Version 9.1.1 [U:\12146\Calcs\Grid 5 Frame.r3d]Page21
CKR Engineers Grid 5 Frame Apr 25,2012
1 Dead DL -1 2 42Snnw ,:sl '- -,{;l 't,:!:&2 iii 4t
3 Wind WL 64Seismic r -:; trl -rl " .4t,,'^:Ft ""^,,;j -r
Envelope Joi nt Reactions
1 N1 max 031 6 12.011 8 0 2 0 2 n 2 0
7 diin ; {qA 7,-1n RF4 1Al 0 -r ",2 R 2 G l.:?,9t",.23N2max8.923 8 49 38 5 0 2 0 2 0 )U z4min-8.698,13 6.082 +4 :... (j t'0 2:o t L,O 75N3maxI 504 14 49.621 4 0 2 0 2 U 2 0
6;ffii -8 604 n 1C?a 16'0 2 flf 2 n..7 fl l i 2aN4max.'t26 14 7 396 5 0 2 0 2 n z 0
8 f,rEn - oA{'i -213.1/!.0 -.,7 oi 2 n "OI :3!4
I N5 max 103 14 2.246 5 0 2 0 2 0 2 0 2rin l j:.. .mfifii - 1nt 13 '{:::9.97'i 16 n .;,*t nI ?,liOi 7 0 211N11max020z020?0 2 012$Ifi z n )Or.i ?n 2 Sl ?:q.' n 4:
RISA-3D Version 9.1.1 [U:\1 21 46\Calcs\Grid 5 Frame. r3d]
GKR Engineers Grid 5 Frame Apr 25,2012
Envelope Joint DisPlacements
1 N1 max 0 7 0 13 0 2 0 2 0 2 1O4e-2 8
il,min CIl 6$o I "n 2 ,R ..1 2',,o?Y ?.-t O;4,F,e..V 7
3 N2 max 0 13 0 14 0 2 0 2 0 2 1.059e-2 8
A min 0 a n 5 n 2 .o,?;0\,t,al .UtiZ&Z 7
5 N3 max 0 -,0 16 0 2 0 2 0 2 1.047e-2 8
6 uttt: .a min 0l 14 o 5 n ?n ?:.O i,:2 -'l fi6ilrl-?I
7 N4 max 0 13 0 14 0 2 0 2 0 2 1 038e-2 I
I min nl '14 n a nn 2 Ol ,Ot A -1 {YL9,d,,7
I N5 max 0 13 0 16 0 2 0 2 n 2 1.037e-2 8
{o ,' | ,"'.mfri n;"1 14 ..'l (,5 Or 2:n 7!i n ..i n -1 O4.9e=2 7
11 N6 max 18 7 025 13 0 2 0 2 0 2 2 663e-3 I
t- ,' 1 ifi :t7Mi AI *{l}71 I na '2 nl t to 2
13 N7 max 1.794 7 -.003 14 0 0 2 0 2 1.914e-314
1A #in : :-4 77:7 ,r.8 ..nzi c :,.0 :*o 2 0 ,-2 O74e-I 7)
15 N8 max 1 798 7 - 005 16 0 2 0 2 0 2 2164e-3 8
1R 'I min -4.7?tu gi ;o23 5 ni "?0 2 o ?,\,:2 158o.3 v
17 N9 max 1.804 7 005 14 0 2 0 2 0 2 2.694e-3 8
{81 mid ;tTA3,Fg:-'4771 5 CI 2 01 z ,n 7;l :f-744a.3 tr
19 N10 max 1 803 7 -.oo2 16 0 2 0 2 0 2 2 7O2e-3 8
2#,i. 1 min -4"78?a - ol15;5t,Or 2 0l f):2 7
21 N11 max 1.908 7 o27 13 0 2 0 2 0 2 8.766e-4 14
?2 mtn -{ 88. r fl.^,- n?s B:n 2 ar 2 {11',t ?:11-{,}394:iJ
2?N12 maY 1 908 7 - nn?14 0 2 0 2 0 2 6 269e4 14
24.,\t!.:mln -4 fl71 8=o25,q..r 0 2 ni 7',A*,2 .1 r}85C;3 :7
25 N13 max 1 903 - 005 16 0 2 0 2 0 2 1 O05e-3 8
78,mlfi -{ nas 8l -025;5,'o 2 o"v o.,2 -A A24e1.3
?7 N14 max 1.907 7 005 14 0 2 0 2 0 2 I 534e4 I
?f,rnin -l-885 a , -:OZ Er n n IU4 2 oi,;7 .9.546e.4
29 N15 max 1.907 7 -.002 16 0 ?0 2 n z 9.518e-4 8
3CI .;min -1 Rgfi I - OOSI 5 0 2 ,n 2 n.l 2 -g 635e-4 tr:rTn
RISA-3D Version 9.1.1 [U:\1 21 46\Calcs\Grid 5 Frame.r3d]
CKR Engineers Grid 5 Frame Apr 25,2012
11 M11 w18X50 .007 325 b .008 65 5 534.631661.5 6225 s78.751 r-{1-1 h
f2,Mrt? i Ht{nx5n 141 ;r n:;€-$18
001
n VI I 231.47 66f 5 62.2$3?fi.-75 H't-'l h
13 M13 w18X50 .001 3.257 6.5 2 i34 63'1 661.5 62.25 378 75 |..H1-1b
RISA-3D Version 9.1.1 [U:\1 21 46\Calcs\Grid 5 Frame.r3d]Page24
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CKR Engineers Grid C Frame Aor 25.2012
GIobal
Number of Shear Reoions 4
Reoion SDacind lncremen 4
BiaxialColumn Method Exact Inteqration'armo Beta Fa$or (PCAI ta ';,... :Concrete Stress Block Rectanqular
use cracl(ed sections?YeS .;
Bad Framino Warninos?No
Unused Force Wdlnihsa? , ' '; l Yes
Min 1 Bar Diam. Soacino?No
Concrete Rebai Set r REBAR SET ASTMABII
Min% Steelfor Column 1
ax 7o Steel for Galumn
RISA-3D Version 9.1.1 [U:\1 2146\Calcs\Grid D Frame. r3d]Page 26
CKR Engineers Grid C Frame Apr 25,2012
Global, Continued
Seismic Code ASCE 7-05
Sersnio tsase Ele\1ation "ffi)Not Entered "
Add Base Weiqht?Yes
CtX o35
ctz .035
sec) i l.'.1 *Not Entered 1.
T Z (sec)Not Entered
RX l ll i.5 ' 1'r
RZ 8.5
CtExo. X . i;
)tExp. Z .75
sD1 * ;._1 q':a{i,
SDS 1
S1 's
IL (sec)Not Entered
ccuoancv Cat Of ,:ll
Seismic Detailino Code \scE 7-05
)mxtli 4{1 ., r lj,
)mZ 1
hoX 1". 1
tho Z 1
General Material Properties
1 oen Conc3NW 3'155 't372 .15 .6 145
7 rien-nrrncrNw + j t: "... ?A/4A 1584 15 &"1 -145 .n r
-5 oen Conc3LW 2085 906 15 .6 .11,4 oen Caner'l W 24:bt 1na7,:15 I ':.ll 71
5 oen Alum 1 0600 4077 3 129 .173
6 oen Steel ?q|f,lnn i 11154 ':3 ;-65;4q
7 RIGID 1 e+6 .3 0 0
Hot Rolled Sfeel Properties
1 436 Gr 36 29000 11154 3 65 49 36 15 58 1.2
U."4 .A572 Gr-sO ,?9,ftEKt :tlit;,54 65 A9:50 -l 11 58 12 :,
3 A992 29000 11154 3 65 49 50 1.1 58 12a-l ASfifiGr a2 29000 11't*4 I 65 4g .13 '58 t7
5 4500 Gr 46 29000 11154 .3 .65 4S 48 12 58 1.1
General Secfion Sefs
Hot Rolled Steel Secfion Sefs
RISA-3D Version 9.1.1 [U:\1 2146\Calcs\Grid D Frame.r3d]Page27
CKR Engineers Grid C Frame Apr 25,2012
Hot Rolled Steel Section Sets (Continuedl
Member Primarv Data
1 M1 N2 N12 90 C-W18x71 ColumnWide Flanoe 4992 Tvnical)M2 N1 N8 C-Hl24x84rl Calumn Wde Flenae *gg=Tvnidnl,.,.;
3 M3 N1 N11 90 C-W18x71 ColumnWide Flanoe A992 Tvninal
4 M4 N4 -N,S C-W)Ax*l&,)olumnWIi{e Flantte aq9,''-Tloical
5 M5 N5 N10 C-HSS5x5x1/4Column Tube 4500 Gr.4€Tvnieal
6r "qtg :Wf.Nn _;_,B,W{8x71 Ftaiim'Wide Flanoelo agg2 TvniCd r
7 M8 N6 N7 B-W8x31 Beam \Afide Flanoe A992 Tvoicaln[rq Nl1 ;N12 !.llfxltr B*liVf,y3t r Beriifhr Ullide Flaniie A992 lFvninAl i
I M12 N8 N9 B-W18x71 Beam Wide Flanoe A992 Tvoicalro[,][lil^?] {'r*,i Ng N1G Fl-Vlt'f8v71 Beam Wide Flanoe ! ffiZ,TtniF;l
11 M11 N13 N14 Dummv Column Tube 4500 Gr.4€Tvoical
12 M1?A N1I4 :N1R m,W8*5.*1<64 lA/ide Flai{*re Aqq?:Twninql i
13 M13A N11 N7 BR-HSS3x3x3VBrace Tube 4500 Gr.46 Tvoical
"l,a ^n7a N6 I{i5 BR-H$S3x3x3I/Rrana Tfi6e -l A50S Gr.46 TvhiCs[ ]
15 M15 N15 N12 BR-HSS3x3x3VBrace Tube {500 Gr.46 Tvoical
Member Advanced Data
Joint Coordinates and Temperatures
1 N1 20 0 0 o
)l N?31 5 t:0 ft
?N3 645 0 0 oaN4 :t l i4.5.1n;r ni tllrz n
5 N5 122 5 o 0 0
6'i ;. 2n :rj't ":0 -.a\
N7 31 5 19 0 0
n N8 64s 1g t,.) ,A l 1 0:
I N9 86s 19 0 0
1E:l ; N'10 1)2 E:1+n n :".......,:-i
11 N11 20 28 0 0
12 , '#j'Ni2 .11 6 )4 ::,oi fi ,a/L1.2a:1lr\l
13 N13 0 0 0 0
7A ;" Nt4 rL ._ ni 17 7.q r O:.r i1 O T,,ii
15 N15 269 226 0 0
RISA-3D Version 9.1.1 [U:\1 2146\Calcs\Grid D Frame.r3d]Page28
CKR Engineers Grid C Frame Apr 25,2012
J o i nt Co o rd i n ates a n d Te m neratu res ( C o nti n u ed)
J o i nt Bo u ndarv Co nditi o ns
Hot Rolled Sfeel Desiqn Parameters
M1 3-W18x71 25 Yes Lateraln[t2 -tAtt/-t.)t1.9,":Yesi Lateral3M3-W18x71 2A Yes Lateral
.*,M4 ]-lAI24x84 1S Yes eterbl
5 M5 l-HSS5x..19 Yes Lateral
6 - n/tn i 3-W18x71 33r tB5 2 Yes Lateral
7 M8 B-W8x31 11 5 Yes Lateral
I "ttufg B-W8xs1tt.885 2 Ybs Laterel
I M12 3-W18x71 22 16.5 z Yes LateraltnM13.3*W18x71 38 18 ?5 :.i ^:l 2 -:l.l v;c I ateiitr
11 M11 Dummv 17 25 Yes Lateral
12 M12Ar1E-t11Ex3*20.224,irL Ybs l.eterel
13 M134 3R-HSS3.14.603 Lateral
14 It{1a lR*lii$63.7 793 LttGiCi15M153R-HSS3.5 188 Lateral
Member Distributed Loads (BLC 1 : Dead)
1 M1 0 0 0 o
2 ;.i, M{?Ai - fl,?:o*j n
3 M9 n?-n?0 0
4'M6:;1 :,', .. ;;Yr ;.3?5 -375 :: fl nr
5 Ml2 Y ?76 - a7q 0 0
"6 M13 q Yi -?A,E . i : 1AFr l fll G
Member Distributed Loads (BLC 2 : Snow)
1 M12A Y n-i -ni 0 02ij;. M9 ,Y:-O7 : 'r ;07 "1 -o.'.:..- ---O * ,t,
5 M6 R75 - 475 0 0*Mf, ,\-.475 ui*?,d .i,; .o
5 M13 Y - 805 8n5 0 0
RISA-3D Version 9.1.1 [U:\12146\Calcs\Grid D Frame.r3d]
CKR Engineers Grid C Frame Apr 25,2012
Member Distributed Loads (BLC 3 : Wind)
1 M12A X 079 .079 0 U
2 M9 '""'Y.s ,079 , I n?O ."1 fI ';n
.'t M6 X 079 079 0 0
A M12 x "'i,..;.07E 0,.-.n
5 M13 X 079 .079 0 n
Member Distrihuted Loads (BLC 4 : Seismic)
1 M12A X 13 .13 0 0
2 MC x r{E 13 o 0l
3 M6 X .13 13 0 04';" M1,2 ir)x .13 .:. :19 i o:i(I1,':1
5 M13 X .13 .13 0 0
Basrc Load Cases
1 Dead DL -1 6
7.,Snow sll 5 /,,it
3 Wind WL 5
A Seismic ,. - i trlI 5r ;
Load Combinations
1 Strenoth
2 1[n rY-',ldiM,r nl 1:A sI rA.ll FI:wa
3 1.2D+1.65 Yes DL 12 sl 16 rA/l FI
4).;aa;:4-
5 1 2D+1 65+0 8W Yes Y DL 1.2SL 16 n/L 8 EL
6 1 tn+l AS-n.Sr t I Ye$Y nl 4r:*l :i1;6 'Arl ,8 EL ::i
'a:1.1i..!i
7 1.2D+1-6W+0.5S Yes Y DL 't2 SL 5 /vt 16 FI
I 'l ?ni#Rlnt*n t,q i -i Ye!Y D il 7 SL 5 /\A -1 n 1
I
i':S /1 ?n+n ?Sn.q\n+{ ntr+n ?Ye$ry nl I29 SL .2 /VL EL 1 iii
11 (1.2D+0.2SDS)D-1 0E+0 25 Yes DI 129sl 2 /vL EL 1
1?:l//,.t!-t ti 4; .1
13 0.9D+1 6W Yes DL .9 SL A/L 1"6 EL
1A -CI-gD.1 -5W ,,,Yea Y lll I sl'. tt J,lJl:-1 6 Ft'
15 (0.9-0.2SDS)D+1.0EYes DL 81 SL A/L EI 1
16 Ift q;n ?.snsl[t*1 nFi Yes Y Dt_.81 st_IL EL -1 1l
17
1P , "--., .,q4-nrirn :;i ii
19 D DL 1 SL WL EL
n+S ,Y]nr 1 st:1'l nfl EL
21 D+W DL 1 sl n/l 1 FI
77 D-W ::r Y DL 1 SL JI '-1 FI ;,i
23 D+0.75W+0.75S Y DL 1 SL 75 iA/l 75 FI
7A DJ) 75V\f*{1,,75.S V Dt 1-1 st_:TE m 7g lliar:;:
25 0 6D+W f)l 6 SL WL 1 EL2enf,D-w ",,1 Y DT 6 sl ,ru1 -1 li
27
?a fi O+n 14SnS)D+n7F {i . ,:i DL i,0€SI FI 7:
29 (1 0+014SDS)D-0 7F Y DL 10€SL mL EL -7
30 ( 1 . 0+0. 1 05sD9)p+0. 525E+0J5S Y l"itr!t|d+SSL .75 /\A tnl FI:2E
31 ('t .0+0. 1 05SDS)D-0.525E+0.75S DL 105 SL T5 n/L FI .525
3ai fO-5-O-145DS)D+O 7F Y.Dt-.54 SL ,lrtl FI ,fi .t; i
33 (0.6-0.14SDS)D-0 7E DL .54 SL A/L EL
RISA-3D Version 9.1.1 [U:\1 2146\Calcs\Grid D Frame.r3d]Page 30
CKR Engineers Grid C Frame Apr 25,2012
Envelop e J oi nt Reactions
Envelope Joint Displacements
RISA-3D Version 9.1.1 [U:\12146\Calcs\Grid D Frame.r3d]Page 31
CKR Engineers Grid C Frame Apr 25,2012
Envelope Joint Displacements (Continued)
Envelope AISC 13th660-051: LRFD Steel Code Checks
1 M1 w18X71 19 18.75 003 19.01z 1(t51 361 936 92.62s240.9721 H1-1 h
M2 lf|f;24x8/;3{6..,{9:s ,033 nr lmt1CI.2441'17.1 a r22 )8 840:.11.'|fr
3 M3 w18X71 089 ao.12a 005 19.25z 11120.664 936 92 625 209 008 I H1-1 h
4 .M4 ua4x84 ,311 I 19 6 033 o V I 410-24t 1111 fr 127"25 84tt ll1-1h
5 M5 HSS5X5X4 .374 n 5 000 0 h 69.555178.0226.255 26 255 111 -1 a
Fi IUtFt wf 8x71 g{13 .33 6 .744 33.\t.5 341 471 A?F 92.62s,81 ,lAt t"rJ;th7M8W8X31.011 5.75 ,004 0 2 291 441 410 4 52.791113.8711 H1-1h
I wBXEi$"i 030 5.942 e .o17 n v ff 2$=1:l n{trn 5%391 113 87 r'{1-1h
I M12 w18X71 .338 22 5 099 ?2 5 347.47t 936 92 625 547 5 3 H1-1 h
10i ,,, M13 lA/fBX?1 9^71 ;.0,5 *,&nr v 6 2&[ 03:c36 ,2.6e 240_78!rl
11 M11 HSS3X3X3 .081 0 000 0 2 12 97 78 246 6.797 6.797 1 H1-1b+2 M42A._,wgxS+-.107,0"1r6 fl?A rh rl)Yi 5 142.3i01a1n a 5?.,791t.94 7-t t1-1 h
13 M134 HSS3X3X3 .o77 3.8231C o02 8.671 18.09878.246 6.797 6 797 H1-1 h
1l!':|A1a HSS3X3X3 tB38 4891 001 7.781U 2 49 853 74246 6-797:6.797 'rl.lH{;f h
15 M15 HSS3X3X3 .018 2.541 001 0 z 64 04 78 246 6 797 6.797 1..H1-1b
RISA-3D Version 9.1.1 [U:\1 2146\Calcs\Grid D Frame.r3d]
CKR
ENGINEERS
CONSULTING STRUCTURAL ENGINEERS
,us I ,b-sEtatr 17o,,t ,u,.,
'2. 7.5|-'EET trC *-/-J.
1? tLl /l'l i rr
1\/
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y i'r n ^;',. tr'" !.:: . t:a 1 i' /' '. '. i'"' 't 'f tl,: ,.- V-! '-i- V\ :i/'. \'
F." - )n4r. , 4/i, t? - l'lq K
lu t" til:i- \i.a,
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I"Aqis {-z i+'. ' '.} 'it 2't , o "'
t'Rn, , )ta K
/zu- = L(9t lL,tu
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/ - ,;,e. ..:6k,, ." b,q,:744 ". 3Za, K Z lrut_ n
lJo Ddu,',r:;',- li-
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2 t'lJt.
segmental shear wall Design Framing Notes: Asped Ratio Notes
Eased on AF-PA 2@8 sDPt't/s 1 . 7/16" Sheathing with studs at 16 in. o,c. i. See Fig. 4E in SOPWS for actual panel height.
Project Narne Deseret Book 2. (2) 2x studs at panei jcrints. Connect with (2) 16d @ 6. Panel height is not necessarily story height.
Location Rexburg, ldaho 3. (2)2xsiudsatpaneljoints. Connectwith(2)16d@4. 2. lf 'AdjusiedShea/'is"NG",considerforce
Job Number 12148 4. 3x stud at paneljoints. transfer around the openir€, portal walls, or
S.Checksilldatesizeandanchorboltspacing. removewallfrornthedesign.
Dead Load Reduction Upper Aspect Raho Adiustments€gment storyTi6.-unit wal story Totat ffiLengths Helght Width Load weight Uplift Uplift iJplifi Height Aspect Shear FramingInpuls - (ftt (ft) Factor (ft) (psO (psf) (lbs) (lbs) (lbs) Hold Down (ft) Ratio (plf) Nailing Notes
aria ;tF 64
"!
' 0.60 3 I 15 12: -286e , -2869 NorReq'd , 24 038 147 8d@6.o.c. 1
Levef(uord).'d... . 24: .0.60,.3r 15 ..12.. O O . .. 24
Forcg(lbs}:9398,:::..|..;24...'i']o:69..:;.3.i:'j'
WindorSeis's.:'....'...,..l11'1.:'9'q9.....
24r'0.60 :,3:..,15...12. O ' O ,,. , 24,'
...:i...'}i.3.33..'l'':..
:.:, .:. OIOO,. 3,': .'i5r:r;;12. : O ;;',':.:.: g -':.',': i:.:., ,, Ze,
Z= 64
fu' ,|47 (plt)unadjustedShearload
CKR Engineers, '[2146 Desrgn Sheets.xlsm, 4l3l2O1Z
Snow Drift
Proiect: De-sgrgtBook
Location: Rexburg, fdaho
Job #: 12146 ' '
Roof Geometrv and Snow Lgad
Lr=
t-Ll -
hr=
Ps=
ASCE Factors
va-
vl-
l=
Resultq
v=
Pr=
hu=
h"=
rrdl -
lld. =
w=
ho=
Po=
ASCE 7-05 - Section 7.7
106 ft Width of upper roof
25 ft Width of lower roof
i10 ft Difference in roof heights
'50 psf Ground snow load
z€.>t
Gu,e 7 fb t{
Note: To compute drifting adjacent to a
parapet, set L, = 0, and Lr = width of roof
1
1
II
20.5 pcf
35 psf
1.7 ft
8.3 ft
4.2 ft
1.5 ft
16.7 ft
4.2 ft
85 psf
Exposure
Thermal
lmportance
Snow density
TableT-2
Table 7-3
TableT-4
Eq. 7-3
Fig- 7-9
Sec. 7.7.1
Sec.7.7.1
Sec, 7.7.1
Sec. 7.7.1
Ffat roof design snow loe Eq.7-2
Height of base snow
Clear height
Leeward drift height
Windward drift height
Drift width
Drift height
Max drift surcharge fi>or Tlzt*ttg*
tg A ilr.A:5e'43',.rr/ .
$Frt>5 t{f-tA*,€ t/t
6F t)Rrrt ffE g7-t 7-*
7.,\ - o,rs **5 *eS.fS r,tI
Balanced snow load
Lower roof
Surcharge load
due to drifting
U:\12146\Calcs\Snow DTifuASCE 7-05.xlsx, 4t2t2O1Z
Member Cut Length: 27 8 'Ulff
tgiFARTE'MEMBER REPORT Level. Grli! 1 to 4 Raftel
1 piece(s) I,l718" TII@ 210 @ 16" OC
)*PASSED
I
:
12r[--
+
o
All Dimensions Are Horizontal;Drawing is Conceptual
. oefl€dim cdreriaj tL (u360) and TL (v240).
SuDDorts
B.Qftie roadr ti.arp.pqrt psj
/lcailssorlcs:r,T.oCd llv!ibbli t qd].d :Datd.5niil ,Idibl
I - 8q€l€d Plat€ - DF 7,25"7.25'3.5{t"-53 -356 -409 Elod(in9
2 - B€veled Pbte - DF s,50"5.50'3.50'435 1511 ttt46 Nore
3 - HEngEr ff Single 2X DF tlate 3.50'Hamed 1.7s"t67 7*965 SeE rrte t
. El'ockhg Panels m asqrned to dry no loads applied dir€ctt obove them md the ful lold is lpplied to the memb€r b€ing designed.
. At hanger supports, the Total Beiling dinenslm ls equal to the width of ue matedal tiat is ilppofing th? hangs
r t See @rmedor grid belotv for addidonal infomation and/or requir€m€nts.
System: Rmf
i4ember Tlpe : )dsr
Buildhg Use : Resider|bal
Building Code : IBC
Design Methoddogy : ASD
i4emb€r Pikh: 3/12
. overhang detltrtion oiteda: tI (2t /360) ard rL (2u2.o).
' &lcirE (Lu); All comp|Esion edges {toP 3nd bottom) must be breed at 3' 2 3/4' o/c unless detailed otheMise. props attachmflt ed posidoning of late,"tbreing b rlquired to ad{eve menter slability,' -409 h6 udilt at support l. strapoing or o$er r€#dni may be r€quked.
Desisn R€sults Actr|.l G lrcitioh Allourld taArt LDF Load!.Coiibliirdon (P.i|bn!.
Member Reaction 0bs)9'16 @ 26'3 3/4'1005 Passed (9,1%l 1.00 1.0D+1.0S(AllSDans)
Shear (lbs)t005 @ 7 3t4"1655 Passed (61%)1.00 1.0D+1.0S(AllSoans)
Monent (Ft-lbs)-3835 @ 6', 10'3795 Passed (101%)1.00 1.0D+ l.0S(AllSpans)
Uv€ Load Defi. fin)0.592 @ 17'10 r/16"0.569 Passed (U407)1..0D+1,0S(AllSD6ns)
Total Load D€fl. (in)0.729 @ l7'99n6.1.il14 Passed (U330)1.0D+1.0S(AllSoans)
Connector: Slmpson Strong-Tie Connectonr
slDDott Xodcl , r scat t-dncoi . Tob ilitb .F!6 t{.ik:tlrimbir ltillt,AiiiisoHd.i
3 - Tlp Mou]It Hangs r3[2.1/1r.88x Dr4 2.50'6-l0d x l-1/2 4-l0d r 1-t/2 2'10d x 1-l/2 w€b siffen€E, l5TAl2
qhrn
Loads,tbc*lon Spif,ing
Oerd r
(0-90)
'.iiiri*;,
,, (t:ool,l ,....1Coiinicirr
1 . Lrnifom(PsF)0to26'7 ll+16'r5,0 35.0 Root
2 - TaffiedaPlFl 9'to 25'9"N/A 0-0 to 85.0
ilotes
w€yethaeK warrants thatthe sirng of hs products wlll be In accordance,tfi Weirerh8etjser produd design siterla and pubtEhed dcsign vatues.W€Yerhaeuss spr€sdy disllim any other waranties relat€d to the software. R€fer to cunent weyerteuer literaturr for instdlauon d;tdb.(w.w@dblarry.6m) Acceqsrls (Rim 8oard, Blocklng Parcls End Squash Blocks) re not de*gn* Uy ttrb rcftr0ar€, Use of this so,ftrvsie ls hot inimded tocircuNent the need for a d€sign professional as detemined by fie authoriv fEvirE jurisdiction.-The designer of record, builder or framr is responslble tocrrcumeft w nffi ror a Hgn prcrsonal as oeemined by the authorty tEvifE jutisdiction. The designer of record, builder Or framr is r€spoffilble toassure that this Blolation iJ compatlble with 0|e oHall plojed. Products nanufaclured at weyerhaeuserfacilld€s aE ihtd-paty certified to su*ahrbief@s'try stlndards,
The product aPplkatim, inpui design loads, dimeosions and $pport Informtlon hrye b€n povld€d by Forte SoRurare Operabr
@ rrrro,n*.r ro.EsTRY rN'A'",
4117120'12 323:26PM
Forte v3 5 Design Fngine: V5,5,3 2
Jab.4te
Page 2 of 6
Forte SoftMre Ooeratot
Chad Kohler
CKR Engifleers
\EA1l 222-0922
ch€dlgckrenorneers com
NFORTE'a7MEItf BER REPORT Level. Gid 4 to 5 Rafter
I piece(s) Lt7l|8" TJI@ 2rO @ 24" OC
PASSED
+
:
J2_3l
+
o
All Dimensions Are Horizontal;Drawing is C.onceptual
. Deflxtkrn criteriir; LL (u360) and TL (v240).
S\6tem: Roof
Mefib€fType: Joh
luilding Ule : Resit€nti8l
Building Code : IBC
Dsign M€thodology: ASD
l'lf,ber PiEh:3/12
' Or€rfBng den€ctim siteria: Lt (2V360) and TL (2U2{).
' 8rlcing (Lu): ,Jl cqnpresgm €d96 (top ild bottom) mun be b6c€d at 5' Z 51116, o/c untess debibd otheMise. prop€r attachmst and posEonirg of lateralbraclng b Eqdred to adrlru mmbcr stabiltty.
SupDorts
,,.?+lng.,torOr o srpeqtl tiUrlt
Totil ltalLuc o.nd sriblt :Tot l
f - Eevded Plate - DF 5,50"5.50'7,75"181 409 590 Blotkinq
2- Band€d.Plat!-DF 5.5tr 5,50'3.5q'296 6m 965 Blocking
Blo<ldng Panels aE bsmed to etry no bads applied dir€dly 6bm them and the full load is applied to tho n€mb€r b€tng desigrEd.
loado Iocauott st*lnr. I
:Ilded:
: (0.90)ts!!fl.fr-,',:.1900)cariiilditi
I - Unitorm(PsF)0t0155'24.15.0 35,0 Rmt
forte Soflware Ooeralo(
; Chad Kohler
r CKR Engtnegrs
| 1441t2224922; chadk@ckreng!n€ers com
Q arrro,^or.', ,oREsrRr N,,awE
411712012 3:2328 PM
Forle v3.5. Design Engine: V5.5.3.2
Job.4te
Page 6 of 6
Deslon Recults :rcfniri O.kirto.t l . lfloirld Rcs{lt tDF .r-od! u'iutirdoir (p!lEii)
Member Reaction (lbs)589 @ 4.U2"1460 Passed (40%)1.00 1.0D+1.0S(AllSpans)
Shear (lbs)582 @ lf it 1/2.165s Passed (35%)1,00 l.0D+ 1.0S(All Soons)
Moinent fFt-lbs)1507 @ 5' i0 1/16'3795 Passed (4090)1,00 l,0D+1.0S(AllSoanr)
Live load Defl. (in)0.107@6'1215"0.406 Passed (U999+)1.0 D + 1,05 (All sDans)
Total Load Defl. fin)0.1s4@6'r7115"0.609 Passed {U9,18)l.OD+1.0S(AllSDansl
weyedraeuser walranB th|t the sizing of lts producG will be in acodance i{ith weytrfir€user product design €riteda. and publif|ed deggn ydEs,
Wey€dEeuse. €qr€Esv disdalds any other wrrrarfes rel.ted b the 6ottriare, R€fir to orcni Weyeriwtier titerature bi lnstallauo dtlg.(w'eroodbwy'conr) A@sodes (Rin Borrd, Blocking Panels ard squa$ Block) lrc mt dqsigned by this softrvaE Itse of thls shyaE is not intended bcircunw€nt the need for a dsign professional as detettined by th€ audprlty helng ,urEdktlon. the disigner of recordr builds or framer is respondbEioaffe that ttlls cdolabon is compatible with the o/eralt projst, Products mnufaciJrcd at Welerhaeuser tacilities are ihira-party certifred to su'stainablefoEfy findar&.
l{otes
prodld appliration, InPUt {tesign ld'adt diffisiffi and suppoft infofir.Etbn harre been prryided by Forte Sothfare Operabt
wlFo R'r E'MEMBER REPORT LEVEI, GTid AtO D
1 piece(s) t'!-718" TJI@ 21O @ 24" OC
4&3 a,-/
PASSED
Syst€m : Roof
Membs Typ€ : Joist
Buildng use ; Rsidmbd
Buildinq code ; i8c
Design Methodology : ASD
Mlmb€r Pitch: 3/12
@ -ato,r*., ,*rrxY rNrr.orrvE
411712012 3 23:27 PM
Forle v3 5. Design Engine V5 5.3.2
Job 4te
Page 3 of 6
:
123r
o
B
All Dlrnensions Are Horlzontal;Drawlng is Conceptual
. Detr€ction oiteria: LL (U360) and TL (U240),
. overhaig detlection criteria; tr (2v36o) and lL (Zu2lO)'
. &acing (Lu): Ail compre9sion edge6 (top and botton) mrst be bEed at 31 11 l/8" o/c unles de&lled otherwise. Proper attachment and positioning of htsll
bracirg i9 r€quired to ad{eye snenber sbbility.
Supports
Bcrf|ng [d!d. to suDpdts (lbs)
acel;dorrobleiiitrurilnrqeirdDerd,Rooti l
:.di;.:i*!
I - HErEer on Single 2x OF tht 3.50"Hangert r.?5'23(l 529 759 5e note I
2 - Eeveled Plate - oF 5.50"5.50'3.50'31r 7M t0l5 Bockinq
Btoddng panels are Kumed to cany no loads applied dir€ciy abqre them and B|e full load ls aPpIed to the mlmbcr beitre dcsigned-
. At h.nger suppolt!, thr Total Bening dlmensim b equal to lhe wldth of the mderial that i5 $rPporthg the hanger
. r S€e Coinedor grid bebw for addit'onal bfomatim and,for r€qlirement6.
E
Deslqn Results Actu.l O lscrdsl . Alloitcd R,Erlt ., LDF fir*l; CoenUnaUon (Prttora)
Member Reaction (lbs)730 @ 3 t/2"1236 Passed (58Yo)1,2s 1.0 D + 1.0 lr (Ah SPans)
Shear (lbs)730 @ 3 1/2"2069 Passed (35%)1,25 1,0 D + 1.0 Lr (Alt Spans)
Momeni (R-lbs)?637@76U+',4744 Pass€d (56%)1,2s i.0 D + 1.0 Lr (Alt SDans)
Uve toad Defl. (in)a.276 @7 7 7116"0.506 Passed (U661)1.0 D + 1.0 Lr (Alt Spans)
Total Load DeR. (in)0.394 @7'7 Slt6"0.759 Passed (U453)1.0 D + 1.0 Lr (Alt SDans)
Co nnecton. Sim pson Strons -. Tie C,onnectors
Slroooct 'ltddd ,Sr.tGddlt ToD l$lls.'t!.ctclr Mcmber f{.ib 'Aaacagorles
I - Top Mount Hanger t"Bv2,Ul1.88X U14 2.50 6-l0d x l-1/2 4-tMxi-Llz z-l0d x 1-I,l2 W€b stlffens
Ldads uiicauon $aclng
D!id.,
(0;90)
:Roof livc'.. .
tnbi;iii9*i r,rs1 CornmcnU
I - Unifotrn(PsF)0ta17 6'24"t5.o 3s.0 R@f
Wey€fia€{j6er warr|nts that the sizing of rts products ffll be in aaordaRe with Weyefiaeuss prodwt dsign qit€ria and p4iubhed deCan values.
W&"*r*ier oprody disctaims ani oher warranties reiated to the softilare. Refer to cw€nt Weyefia€oser literature ftr instdlafton &tbls.
frffis*JWwv.com) hrcwis (nim eoard, Blcking Pdnels illd Squash Slocls) are not dsigned by this software. Use of tts soft\flm is not int€nded to
:il;;;*t 619;*d f& j Ostgn prits|onat js aetemlnea by the 6uthor(y having Juiisdiclion. Th€ d€dgner of t€gq builds d ft3mer is crlsiq_|(g to
assure that this aalculation is <omiadble with the overall proJeit, proOucts nianufactured at WeyefiAeuser ,aciftis Ere third-patv certifi€d to stlstainable
fore$ry standards.
ilotes
The product spplication, input d€sigt lsads, dhnensions and $pport hformetlon tEve b*f, provit€d by FolG Software Operator
Fone Software operator
CtuC Kofder
CKR Engrwrspc1) 222.0922
chadk@ckrenS:neers mfr
gdFARTE
"*7
PASSEDMEMBER REPORT Level, Grid A to D tJnbatanced Load
1 piece(s) l,L7l8" TJI@ 210 GD 24" OC
+
o
+
:
t2r[-
E
All Dimensions Are llorizontal;Drawing is Crnc€ptual
. Def€ction aiteria; LL (u360) and IL (u2lt0).
Ov€rhar€ detlEtjon siteriai U- (2V360) and TL (2UZ.|O),
Bllcing {Lu}: All omptsion edg6 (top and bottom) rut be braced at 3' 6 1/6" o/c unls ffrlled othwise, pmp€f attachment rnd positlodirE of lateElbracirE 19 r€quir€d. to Edtlfle mcmber stabllltv,
SuoDorts
lca4lc..Loldr b supp+rr (tbo)
Ac6r!brlc3TotaIlvrfifbtcRiquirrdDerlsniiiiTot l
1 - Hrnger on N/ DF plat€3.50"tldngerr 230 834 tw see note ,
2 - Beveled Plat€ - DF 5.50"3,50-311 598 1009 Aocking
' BlockirE Panels are i$umed to Gtry m loads appli€d dirKtly above them and $€ tutl t6d is lpptied to fte meirber belng desi$ed.' At hanger 6upports. the Total 8€.ring dimension i5 equd b the width of ft€ rnderlal hat b spporting tft€ hanger. 1 S€e Connedr grid belotr for adlilnlt intormation and/s r€quirements.
System: Rsf
Memb€r Type ; Jci$
Buildlng Use : Resid€nual
Bulldlng Code : IBC
Design Me$odology : ASD
Membei Pitchr y12
Memb€r Cut Leng&: 1E 3 Zlg'
Design Results Ach|al O bctuon Atbwcd Rcsult LDF k.d: Comunadd (Pathm)
Memb€r Reaction (lbs)1014 @ 3 1/2"1014 Pa$ed (1000/0)1.00 1.0D+1,0s(Allsoans)
Shear (lb6)1014 @ 3 r/2"1655 Passed f519o)1.00 1.0D+1.0S{AllSoans)
Mom€nt (Ft-lbs)3299@71sl16'3795 Passed (87%)1.00 l.0D+1.0S{AllSoans)
!tue Load DeR. (in)0.3726)2515/16'0.506 P6sed (U.t89)1.0D+1.0S(AllSDans)
Total Load Ddl. (in)0.490 @ 7'6 3/16"0.759 Passed (U371)l.0D+1.0S(AllSoansl
fnnnector: Slmpgon Strong-Tie Connectors
Suppori Itodcl SG"t la"lth ' Top t{qllr 'tre ll.ils Mcmbcr llaib Accc$orl6
t - Top Mourt HangEr t3v2.l/u.8fi ur4 2.50"6-t0d x r.712 +lod r :-12 2-l0d x r-1r2 Web SbfiemE
toads LocatsoD Sirdno
.:Dcrd'
(0.90), {tP!"r,'r(1100)Corhitiidrite
1 - Unitom(PSF)0 to 17'6'21"is.0 Rmli
2 . Tapered(PLF)0 to U'6"N/A t40.0 to 35,0
Notes
lv€yerhaeus€r warants fEtlhe gzing of lB producb will b€ in Eftordance with Wey€rha€user gDduct d6i9n crit€ria and pubfish€d dedgn vatues,Weyerhaeuser uprsly dislaims any other warranus relrted to t re Joftware. nefir to runeni weyertrxr,6er lneratur" fo'r instattation a-.t"ifi.'
--
(w'woodbI ry.om) Accessolies (dm Bsrd, 8lo€Lr'ng Pands ahd SquJsh Slck) are not deCarEd by this r(hrare Use of t{s softwaie is not intcnded toclftrmvert tfte he€d br a dBigd profesloml.as d€tetrined by the e,thority havin'g Jurisdirion.ine dislgner cf record, buitder or frarnu. it t .ponsti. o
-'
asq're that tis calcdation ls corpatible with tle overai prcFd, proouca manrfaciried at weyerfua.rs*-facilitieg ;re third.party ertfnea to srrstaluOte
-
ftrestry standsrds.
product appli@tion, inPut design loads, dimensbns rM support information have ben provided by forte Softwar€ operdtor
@ *rro'*r.'r ro*ar'Ry rNrATrvE
4t1712012 3.23 27 PMForte v3 5. Design Engine, V5 5 3 2
Job 4te
Page 4 of 6
Forte software operstor
Ciad Kohler
CKR Engrners
$oi) 222-0922
chadk@ckre ngrneers conl
Lt*
PASSED6iIFARTE'MEMBER REPORT Level, Gid G to I Ranel
1 piece(s) Lt.718" TtI@ 360 @ 24" OC
+
:
rl*
o
Systsn : Root
Mmber Typ€ : Joi*
Euilding Use : R6idhtid
SuildlE CodE: IBC
Design Methodology : A5O
Mmber Btch: V12
. D!fl.dion sitsir: LL (U360) End 1L (U2'()).
. owrfisng ddl*ti.rn critedr: u (2U360) and fL (2UZa0)"
. Bfacing (Lu); Ai compBbn ed96 (top and bottom) miEt be braed at 3' 11 tll15" o/c unl6s detal€d othemise. Proper attsdment and positioning ol
lrteEl brtring is requlfed to achim membs $nbility.
Suooorts
Bg?llng lord. to SupporB {fbs) :
Aliirtrori€{i:Total l Avbilabli Rdinirer O€rd :',Sibiu Tobl
1 - Bs/ded Pl.te. DF 5.50 5.50'3.50"307 696 r003 Blockins
2 - Hanger on 5in9l€ 2x OF platE 4.00'Har$err L.7S'294 656 960 See note I
. Bttrking p.nets de asmed to erry no loads appli€d dir€<tly abq|e OEm illd the ful load ls apPlled to the meniber b€ing drsigned:
. At hilger supports, the Totll Esring dlmension b €qual to the width of the material that ls supporting th€ hang€r
. I see cmnedor grid bebw for addldonal infomdon lndl/tr r€quiemenk.
All Dimenslons Are Horizontal;DravYang is Conceptual
Deign Results A.hLl O bcrtlon Allowcd R€ult LDF .Lordr Conblniuoh (|'!tt.rr|)
Member Reaction (lbs)927@LEtrl2"1080 Passed (86%)1.00 1.0D+1.0S(AllSpans)
shear (lbs)927 @ 19'1 1/2'1705 Passed (54%)1.00 1.0D+1.0S(Al Spans)
Moment (Ft-lbs)4256@9115/16"6180 Passed {690/o)1.00 1,0D+1.0S(AllsDans)
Llve load Defl. (ln)0.509 @ 9' 11 3/16'0.632 Passed {Utl47}1.0D+1.0S(AllSDans)
Total Load DeR. (in)0.734 @ 9' 11 3/15"0.9{8 Passed (U310)1.0D+1.0S(AllSpans)
colrnector: S impson stron g'Tie.c.onnectors
140dd sait Lbngth fop ilrlb Facri llellr llembcr ilrilr Aecscoricc
2 - T@ lrlost Hangef LBl/'I,37,111,88X Dr4 2.50"5-l0d x I'Vz 4-!M x L.llZ 2-10d x l-1l2 l^leb stifieneE, 6TA15
Loads '. ... i:.. Locatioo Srmlno
..Dcrd:.
r(o:ior.
$now
ii.oor r cotflncnti r'
1 . uritom(PsF)0 to i9'5 1/2"24"15.0 ?sn Rmf
Notec
warants thrt the sizing of iB products will be in frordanc with Weyshaeuser product d5i9n criteria and published design valus.
OO.esslV Oisctai.t "ni otfter warranties related to the Sohtrare. Refer to cunent WeyettEeuser liErature for imtOlldion detaig
irrili,ti'"Jwl"rlii-ssoiio tliim Soard, Btocfing Panets and Squash Bbck) are not de{grua. bf thh soft^,are. l,se of tis software is noi intmded to
ilr*r*nt Uri ri."O f& a d€sigh pr;fessior€l as deterniined by u|e €uthor8 hiling lJritdictim. The dsigns.of f(otd, builder or fEmer is r€sponsible b
BUE ihat thb ekulaBon is c6miauble with he owrall proj(t. Products mmfactuled at Weyeftaeuss facilities are third-paty certfied to sustalnable
frestry stindards.
Tbe plduct appttaton, input d€sign, loads, diBEnsions and suppon info(mation ha/e boen provi@ by aorte Software Operatol
@ *aro,no",, FoREsrFr ,n.I*aTr\,/E
411712012 3:23:28 PM
Fortc v3 5. Design Engine. V5.5 3 2
Jab 4te
Page 5 of 6
Forte Software Operatol
i Chad Kohle.
i CKR Eng'neers| 1801t222-O922; chadkEckrencine6rs cor:
Wood Bearing WallSheet
a6da Ms-mt6s0t
Prcjstr DsmrBot
Lffibn Rstrr!, ldaho
JobNumber 02-AoF33
Wdl Marl:
Ari€lunilmloads Rootoead(D) p6f
R@fLis/Sw(LrorS) pst
FtffiOeEd(Dl pst
Ftoo.Li€(L) psf
Oul ot Plare L@ds
Rof Tnb{ta} wdth ftFls. rdbutary Width n
wind (w) pst
s€(nic(E) Pst5 p6l Mininm Liw(Ll 93r
Eaud Sptri6
stud Sire
S|!d Sgeng h
Wa[ Hebhr fi
R@l Arial Load Eccafirlcity In
Fl6r Arial load Eccfltricily rn
c.
Cr
c!
cv
Co (R@l Liv€.isffi)
c.
qtn
dr rn(!.Tabte G1
Gr.TableGl
l.r - Hejght mirus 4.5 iit t6 ptat€s [t
ld . D8ladl B 12 In n
t.r'dr
t.rtd,
l.-Table33.3ltrbcndng
Rs
COVl
c
I
F6
F*
Axd
Flexural
Load Combinalion
Lcl(D)
LC2(D+L)
LC 3(b + Lrq S)
LC1(O+0.751+0.75s)
tC5a(D+w)
LC5b(ofE)
i#
in'
in'
pe
p3i
t€i
p6i
Rmt Dead b€
Ft6r Oead tbg
R@l Uve/Sffi lbs
Lire ibs
Oed, lb'ln
Rootlive./S@ lb'in
Liv€ lb'in.
wlnd lb'in
Seismlc h'in
Md UnityCheck
L@d Combo
Md unityChek2
Load Cmbo
....::..0,q9' .. :..:r55{),. :. t5.50 . .550:: :: . 7251
...,:.., 1,so.,, .-:: :',:..f,!0r:,'t., ..: t.50,,,,i ,.:il0: ,1., ',,r,'iso:j'r.1:0o.1::':''.:.]'.:l'i00:::':.'j'..i'.o'':'.:i.:'::i;;:i::;r''':''.'j:ijji
:. .t.(X)::...:.:. :',.i.00 ,:.r.,....i....!:00,,...:.:,:,..:.JiOo.:,.t. .;1,,,.:i:q0..1t550 17550 ii550 205.50 259.50
3t.91 3t 91 31.91 37.36 35t98.00 2.61 26? 8.00 aoo36.06 36.06 36.06 36.06 41.31939 3.13 3.r3 9.39 1i.5{, :195{90., . .' : !35q.00 :. , : .1350.00.. . ..1360.00 .. ..:1$5000 :,..:...909,m....' . r..i:90p00.: .:'. .. i.sooqlr.' ,. ,.. eOO.Oo:, .:. .2z5,oo::
l;€00.000.00. ,....r.gqopa.a ::'' l,@,00000.,, r,'.1,600;00000.,,,.. rjmoom.oo,'...: .i.lg.25: : , :.':: ,. o.%.; ,,...:... ..,....0,?s. .jt i:.:i. 02s , ,. ,,,.., o,ias84,493.98 584,4S3.98 581,193.9S 584:493:98 77i.6t8 9S584,493.98 581.193S 581,493.98 584.493.98 7f7.618.N).::. :...0,80:.',i'r,:: .i:,.O.6Ori -. ,: .,:0:O0r..ir. .r::'.,rrro"Eo:.: : .r. :.;,i:,0.90:l
4.6 21.75
t.$ b.@
20.80 €a39472 472
7fi7 67561172 472
7 7 71614
l3/'ffi0f/m7 1521.333333
00
1510666667 5287 33333300
.....f,26..,..... :.: 7j25 .:...::.: : 5.5O..;r:. : .-5S0
.. : .. :.., 300. .- : :r . .:.: .:':i,!O'..: i .:,.:,::,J.54 j, : :: ,i:' :. .':t'SO
'ir: ' :i;00r'. :':, . r'..1."f00 i,.. '...t,.:.r.li;00i...: f: .i:..::::i:00:' -.it:00.: : i .:.. ,., f,00..:, .::::.j:.,.,!-q).:, -.,.t .,: :..t;OO253.50 25950 t55.6 223.fi', ,'rr-.::1200 1-; ..:.r.: :.-. ;l',12 00:, : rt , :-...: ::,,:,12,00r'i,t ::r: : t:::.:,.i2.0035.79 3s.79 n.n 40.6.{ m 2.67 8.00 6.00,t't.31 41.3t 36.06 36.065.77 3 85 9 39 939. .?'!79.00:. . ... 2!?5.00i:' ...r. . .!330.00.,.. : r . .1950.00
.' ::2n.00 ..:'.',.:2210.00 :.', i':j9Od,OO : : :,.:,. eZifOU)
1,5b0,0d 00. :i. . J.;soo,ooooo. ;.,.:,!;coodxi 00i . : . :iLsoo,mo 00' :: Ot0: r;.': -. -0.10' -ri r.:.ri'.-; 0-251. ::: ::10:10
777,618.98 777,618.98 581,{93.98 777,618_98777,618.98 7776t8.98 sE4.itS.gB 7it,fnagg
r.'.i.::,,:0,90:j,t::....,,r:.r:r.o,gd::'::r,.r.:...:.1;:::Oj80t.:..,]tr':.r,'::.:itg0
rl,t-.4 t
ll
Not6 1 Waktuis.orllmta@ot3tudisbrecedobothai(bsalt2in o.c maxinum. TheretorcCr.lOpers*tion33.3.3.
2 StEng tub, Or Hd€ l€ce ot stud iS unbBc€d fo. fLdl helght Of stJd
3 Rml LiveJsms & Fkldt Live may bolh bs €ntecd 8t smo tima. Ths sprea&hset dsks aI fE applcaDte toad onbinatoG.,f A[ ld&. hctuding Seish ae 8l ASD tevets5 L&d CmbiEhns lhat rndEeMd or sesic btes tw CD s Ltj
6. E@entricilyol iliat loed dslait i8 0.,|'dr.
Grtd 2 Grid ? Trimffi C{id 2 Kings Gdd c G/id A Grld A T?inm€E Gid A Kimg Gddf cnd/ lO
DotgFir'ts.htz oougFk-Leldrf2 oougFk-LilF|rp Do!€Fir.Lsrchtr2 l.sELSL t,sELsL 1.5Erg- DowFa-Larch#z i.5ELSLa6@]9 (3)?t6 (3)2x6 A(6@tG 1-l2x?-1AO{6 (2r14r7-1h (3li12xr-1la - a.6@16 l.tzrrii@1616.0 s6.0 58.0 16.0 ro.o 5o.o 50.0 lo.o 16,015.00 15.00 15.@ 17.tu 22.00 2..0o 2.I0 13,33 19.000.550 0_560 0,550 0_550 0.725 0.725 0.125 0.s50 0.5500.000 0_fi)o 0.0@ 0.000 0.0m 0,000 0.000 0.000 0.0001.000 1.000 t.mo 1.000 1.0(n r.0oo l.OrX' 1.000 1.0001.000 1.000 1.000 r.ooo 1.000 .t.000 t.o0o r.om 1.0001.000 1.fi)0 1.000 J.000 r.mo 1.000 1.000 1.000 1,0001.000 1.d)0 .t.000 1.000 1.000 t.ooo 1.000 t.000 t.0001.000 1.000 1000 1.000 ,t.000 ,|.000 ,t.oo0 i.m0 LO(xl1.000 1.000 f.000 1.000 1.000 .t.000 1,000 1.000 1.000't.r00 1.100 l.lOO 1.100 '.OOo 1.000 1.000 t_too 1.0qtr,300 t.300 r.300 1.3(n t.oOO 1.0@ Lmo i.300 r.0001,000 I 000 1.000 1.000 1.000 1.0(x, l,@o ,t.ooo 1.0001.150 1.130 1.150 1.'t50 1.15{ ,t.tso 1.15{' 1.150 1..t50
15
3,5
0
n
0
0.1
0.1
0.1
o
0
0
0
0
t5
t5
00
l1n
15
5
5
15
J5
0
2
0
0
0
0
1
0
15
5
326 326fi33 fi33
00
00
11
00
15 0.15 0.1
5 0.1
35
0
0
0
t5
5
t5
35
0
0
tl
0
t5
5
5
PJgsi
psi
p6i
psa
21.75
22@
M.391?"2
67564
472
71614
n
0
0
0
825
7.56
20.80w
7ffitu4
igsl
,|{}
0
10 8813 14
47.63499
9S88
199
70r0
0
0
0
0
15125
45375
151
o.z?a
0.000
0
1.y
w72
1.08
ln15
0.51
1,/5r5
0,51
u5t5
21,?5 32 63
26 28 39.42
9527 142.90499 499
39950 89688it99 199
28M1 63093
8.25 8.257.56 7.56
m.& 20.80501 877tu7 9988
601 3877957 10586
LC 6a (D + 0.75W + 0.751 + 0.75S)
LC 6b (D + 0 75E{ 0 751 + 0 75S)
Max B€adng (psi)
Wlnd Oefieclion(in)
0.7 ' Whd Defistion (in)
Sebmic Oetbction(h)
5 psl Min oefletion (in)
275 00 01 0.80u33,803 U225
0.00 0.56
u48,290 tn22
0.01 o.27183.803 u676
0,01 0.2i
Li53,8G L/676
93.3333i8$ 513.33333:]3
00
OK OK
OK OKOK OK
OK OK
r8 67'1.27 t.4E
u166 U1790.89 1 03Ln3f wfi
o.42 0.49
u49t 163?
o.12 0.49
u49t L/537
687.5
0r604..166667
0
2m
0
51S.3333333
0
121
2A1777
5331
1777
0.413
0.o't9
ol( oi(
ot( o(or( o|<
OK OK
Etl
0-43
u375
0.30
u5i]5
0.14
u1,124
0.14
v1.12t
60
0'140
0
239 637
831 2SO8
2250 t58
6750 tsg2g 158
0.3E0 0.693
0,0'01 0.004
o 2 tq, 198
0 51 3i2 lt63
7475 3063 1910 3032W.s 9188 145aJ 3037875 3063 4840 303
o.& 0.593 0.322 0.0?8
0.000 0.02s o.o32 0.003
3610
r0E30
3610
0.37r
0.421
StatJs 1
Slat6 2
SLatus 3
slatus 4
psi
in
in
n
in
OK
OK
OK
OK
236
0.68
tt263
0.48u376
o_2N
L'/89
0.23
uf89
OK
OK
OK
OK
OK
OK
OK
OK
ox oKOK OK
OK OKOK OK
105
0.02
ut7,179
0.0t
u21.511
002
u1|.179
0.02
u17,119
24
|.88
u121
r.32
u173
0,63
u361
0.63
L/||64
CKR Engifrers. 4t1812012, wood tuaiing wa[,rtsx
Wood Bearing WallSheet
a$d e rcS.m' ASO)PDixt. Dffi€t Bdk
Localior. Rgbum. lddp
Job Numb€r 02-AOa.-33
WallMarki
LC1(O)
Ari€l lbs
Moment lb'ir
rc psi
Iu 0d
co :j
F,' psi
CF
F6 psi
Fr,' pci
Unily 1
Uniry2
Cb*X 1 OK
Chsk 2 OK
lh6k 3 0K
:hect(4 OK
LC2(o+L)
LC',l
435
239s
v
tr:...0,901337
0.353
0.322
{30-9
1211
0.014
0.007
LC2
Axial lbs {34.6666667
Momer{ lb'h 24d9
L p3i 53
lu psl 329
C9 :.:. ., .::t.11,9.0. .F; psi '1485
Fce/F"' 0.318
cT 0.293
F.' psi 495.7
Fr,' !6i ,t346
Unny 1 0_290
UniV2 0-009
ctwk 1 0K oK
Chek2 OK OK
CfEGk3 OK OK
chek 1 o|( cr(
Arbr lbs 1 g{5 33333
Mm€nl lb'h 1070l. psr 236
lur Dsi 141
Co lt: ::::::.1..:1.9.0 r:
F; psi 1485
FczEe' 0.318
Cp 0.293
F.' pei 435.7
Frr'psi 1346
Unily I 0.503
Unily 2 0.032
Ct€ck1 OK OK
Ch€.k2 OK ol(
Chtrk3 OK OK
Chskd OK O(
LC4
Arial lbs 1567666667
Mmeni tb.in 2550rc Psi tgo
Iu Psi 337
Cp : -: ,.1.00: ..
F"' psi 14E5
Fcg/Fo' 0.31E
cp 0.293
F.' psi ,135.7
For' 9si 1346
UrtlY 1 0.610
Lrrity2 O.OZ7
Ched('[ OK OK
CIE{* 2 OK OK
Check 3 OK OK
Chsk ,l OK OK
LC 5a
Axial bs 4U.W7
Mommt tb.in 6989l. pc 53
tn Per 524
Cq ..,.: :r.,.!.GQ....F.' tsi ?l78
Fc.rF.' 0,199
cp 0.190F"'. pli 450.8
Foi psi 2151
Un ty'l 0,497
Unlty 2 0.021
Checr( 1 OK OK
Check 2 OK OK
Check 3 OK OK
Ched(4 OK OX
LCt LCt40 24
22 lm5A)
312..1 . 0S.. .:.,.:.. ...Q.90'.:.''1337 ,t755
o 258 0.2A
0.242 0.271
323,5 480.8
1211 2329
0.003 0.007
0.(o1 0.00?
OK OKoK oK
OK OK
OK OK
Lc 2 LC2
40 no
3085 5000520
408 380
. .: i::!,0Q; ' 1::r: r 1.q01485 1950
0232 0.2560.219 0.24a
325.8 4813.0
1346 2ffi
0.3}8 0 1550.003 0005
OK
OKOKOK
OK
OK
OK
OK
rc 5a
40
92r0
12r8,!.@ ::::2176
0.143
0 1{0
2153
0.574
0.024
14580
1117
r.60
3120
0.160
0. t57
189.8
1140
0.28i1
0.02r
LCt LC1
066 0
498 0320
190
. ..:.0-90.1. ... . .r:0.s0
1958 1958
0.255 0.255
0.247 0.247483.1 483.1
2329 2329
0.013 0.0000.001 0.0{0o<
OK
OK
OK
4u
60
7
4
.0.91756
0.221
o.215
376 E2329
0.0m
0 00r
LC2 LC 2220 60
1898 3643
277
251 1@
. '. r' 'l.qq : .'r '. : i . :; r'1,00
1485 rS50
0.405 0.t990.3G3 0,191
53S 7 378.0
1346 2588
0198 0.1900.005 0.003
OK
OK
OKOK
LC3 LC3
733.3333333,t03
:.':: t:l0O:'' . :
1485
0 105
0.363
538 7
r346
0 074
o0't2
OK
OKOK
OK
2Nr1024
j,r..q0
1950
0 199
0.1 94
378.0
2588
0.010
0.002
NOl6: I W€gkAxis o.@@facoOf 8tudisb.&odOnboth6ideatl.2in.o.C.mulmum. Th$efoieCL=l.0perwtion3333
2 Stug Axis, tr wd€ laco of stL€ is unbraced tor fuil h€igt{ ot slud.
3 R6t ltvarsffi E Floot Liw may bolh b enbrcd at sme ttne. Tho spr$dshftt ctEcks alt ttE spplicalte had @mbinffis4 All l@ds, ircluding Seismic are aIASD try€ts.5 Lodd CmbidlioE thal hcludB whd or E€iwic toG hrye CD = |.6.
6. E@enlricrty ot uiar load derau[ 6 0. i.d,,
Gtid Z Grid2 T,inheE Grid 2 KirEs GddA GrilATdmmoE GrtdAKhg6 Grid I ory| lu
LCr LC1
121
16
...:.. i.:.t :jo,€O.i;.,.' .r. l1337
0.450
0.398
53t.3
1211
0 0160 004
OK OK
OX OKOK OK
OK OK
LCt tcl
1521 0
837 0610
370. . .,.:..6.S.j. ... . ....:0,90.i:1337 13!7
0-353 0.353
0.v 0322.430.9 430.9
12'11 1211
0.055 00m
0.00'1 0.0m
OX OK OK
ot( oK ol<o( oK oKo( oK oK
lC 3(D ' LrorS'
LC4(O+0.751+0.755)
LC 5a(D + W)
LC2 LC2
15Al 33333 0
994 7a7561 0oo *,
r. :1.00: .: i.. ... t-00...t485 1485
0.318 0.318
0.83 029A435.7 4357
1346 1346
0,oit7 0.258
0.001 0.u'0
oK ot(
oK Or(
OK OXOK OK
tc 2 Lc2
687.5
80132
a):...::..1.,m;.:r ..-
2r73
o.229
485 0
2588
0 017
0.00:
OKOK
OK
OK
LC3 LC32291.6ffif
1661'105
63
:: :.:.r,:1..Q.,., . :.r. ;r,2175
0.8
o.23
485.0
2588
0.078
0.003
OK
OK
OK
OK
Lc,f LC 1
r890.625.r588
g7
61
r' 1.J.00i.:..:: i:2ii5
o.2a
o.2n
185.0
2588
0.061
0.002
OK
OK
OX
OK
LC3
6808 665667
3745275
165
: . , .: .. . .1..Q0 , r,
1t85
0.318
0.293
435.7
1 346
0.693
0,004
OK
O(
CK
OK
LC1
5486.833333
3t36222
r38'. ::. :- l.f}o j.1-.
1486
0.318
0.293
1346
0 453
0.003
OK
OK
OK
OK
LC 5a LC 5a
1521.333333 0s04 23il2561 0
44 rfill:, .:.1.60. .: ..1 . .:1.602376 2376
0.199 0:1990.1$ 0.190
4fl).8 450I
2153 2153
0.04? 0..84
0-00,t 0.000
LC3 LC3 LC3
0 133.333333 733,3333333
0 73 53201667
01040. : : . 1.00 :,.r. r. r' .., :.140.., .....,. r': .: :..1.q91485 r/|85 X950
0.318 0.82 0.2560.293 0.219 0.248,f35.7 3a5 8 443.0
1346 13d6 2588
0.000 0.010 0.m80,0m 0.62 0.m?
LC4 LC4
605 165r€65 27t}a732n
a 370
.':. :,:.!.90.,:::,,, .j.: j,: l..qo1rta5 19St
0..105 0.1SS0.363 0 191
539.7 378,0
1346 25€8
0 205 0,151
0.0t,| 0.003
Ox
OX
oN(
OK
OK
OK
OK
OK
OK
ol(
OK
OX
..':,.
OK
OK
OKOK
0KOKOK
OK
oK oK o|(oK oK o|(oK oK ot(OK OK oK
LC'l LC4 LC40 110 5055S06 235t 406901356
26 312 310:.: .:rj.1.901.,..,.....r .:.. 1,90,.:..: :. .r..t.oor :.1485 .t485 .t€50
0 318 0.232 01560 293 0.219 024A435 7 325.8 ,t8it.0
1346 1316 2s88
0.t93 0.243 0.1480_0m 0.003 0008
o|(
OK
OK
OK
OK
OK
OK
LC 5a
151250
384
1.00
2175
o229
0.223
185.0
258E
0 148
0 000
0
.t.00
2175o.n
0.223183.02588
0.0000,000
01 13,14
28
t!.@2175
o,229
0,223
185.0
258S
0.r11
0.000
LC 5a
U
/r5375
0il5i
......t.60
3480
0,'t430.'1i41
490.9
4140
0.2r8
0.000
rc 5a LC 5a LC 5s220 60
t152 tm63277721 t436
.; :,1..60: :. .r..: 1,60
w6 31200253 0.n24
ozJa 01?2
586.0 381.8
2153 41rt0
0.353 0 354
0.012 0019
687.5
80132
30..1_60
3480
0.143
0-141
490.9
4+40
0.012
0.00i
OK
OK
OK
OK
o(o(
OK
OK
o|(
OKot(
OK
OK
OK
OK
OK
ol(
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Ct(R EngheB. ivl 8201 2, W@d B€anng Wa! .rbx
"1,Wood Bearing WallSheet
Arrd@ {N-&5 &60.1
Porfrr: Oss€{ B&X
Locrlion: Rdbug. ldaho
Job Nwber (t2-Apr-33
Ws/l Mart:
LC50(o+E)
ASal lbe
Momcnt lb'int p8i
lrr Psi
F", psl
Cp
F. Psi
Fui Psi
U.rity 1
Udty 2
Chek I OK
Chect 2 Ol(
Ch*k3 OK
Ch*k 1 Ol(
Lc 6e (D + 0 75w + 0 75tr + o.t5ts)
Arial lbs
Mom€nt b'h
l. Psilrr PsiCD
F"' Psi
F.' psi
Ff psi
Unity 1'
Unity 2
CtEcfi 1 OK
Chccr 2 OK
Chek3 OK
Chsdl OK
6rid2 Grtd2 tdmms
LCSb LcSb434.6666667 1s21.33333
248s 99453 8l
3it9 44....:.1,€0.. . ..... i!.60..123?6 2376
0.199 0.t990.190 0.ts0450.8 450.8
2i53 2153
0 186 0.042
0.009 0.00'l
OK OKOK OK
o{ oKOK OK
LC 6a Lc 6si567.66666-1 5486833333
7812 32541!0 22
1007 U3
. : :. t.op.:.r:, :1.. .::.1.G0 l
2376 2376
0.190 0.1900.190 0 lC)450.8 450.8
2't53 2153
0,9G0 0.368
0,041 0.0fit
OK OK
OK OK01( OK
o0( oK
Lc6b Lc 6b1567.666667 5488.8333334Xf 32a4r90 22560 143
.r.: ::1.60:r::: r' ' ..'.:J,@....,.23f6 23.76
0.199 0.'€0.190 0.t90,t50.8 150.8
2153 2153
0 613 0.366
0.030 0.003
Gdd A Grid A Trimmen GridA Kings
NOI$]IW€kAG,o.@|wteeotstudbbEedmbolhstd6at.l2in.o.c.mdmum.ThmfocCL=l.OpgSectim3.33.3
2. StrD,lg Arb. owire face of stud ts ubecd for fufi hdght of 6tud
3 Rmt Lue/smw & Fl@t Llw may bolh De sbred at sme tme. TtE spreadshe€t cfst! au tha apprrcaue t6d ffibmlm{ Alr t@d6, rrctudrrE S€isrc m at ASD teot€.5 I Gd CmbimloN trul rndude wtnd ff 3eFn'c lorc6 have Co = | 66. Eccentrlcity ot dd toad detad is 0.1.d!.
tc 6b (D + 0.75E + 0 751 + 0.755)
LC 6a LC 0a
0 110
23625 9218013
1C41 1223
. ..: .1,50j , -. .. ll,80-:
2316 2376
0.199 0.145
0.190 0 140
450.8 33332153 2153
0.484 0593
00m 0025of( ol(
OK OK
oK oxOK OK
LC6b LC6b
0 110
Jr813 46il013
521 615..,.:...,1.6q' t..rr' .: _. : j.t_60:
2376 2376
0.199 0.115
0.,t90 0 140450.0 333.3
2153 2153
0242 02S)
0 m0 0.006
ot( oK
OK OX
OK OX
OK OK
LC 5b LC 5b LC 5b607,5 0
801 15125320
30 384'' 1.60.;.r.. ..1.6Q
3480 34E00.143 0.143
0.141 0..t114S09 490.9414Q it40
0.012 0093
0.001 0.000
OK OK
OK OK
OK OK
oK O(
LC 6a LC 681890.625 0
1424 45375870
69 .'l 51
..::::-:1,e0....t : .: .1,60:.34E0 34EO
0.143 0.143
0 l4r 0 141
1S0.9 ,190.9
4140 4140
0 052 0.278
0.002 0.000
OK OKOK OK
oK oKOK OK
LC 6b LC 6b
l8g0 625 018'| 2W870
69 576:::. . td),..,,-: ; : t..l.6t)3480 3480
0 143 0.1430141 0.141490.9 4909
4110 4140
0052 0.139
0002 0000
ord2 Krl€s
LC 5b
crid C
Lc 5b
cnof lO
LC 5b
60
3613
482
.:1.- ...1-s3tm
0.121
o.122
381.8{,t 40
0.1 19
0.ql3
LC 6a
165
t4921
611/i
. r:' : 1.80
3120
o.124
o lz2
38r.8
4140
0.371o.o21
LC 6b
165
5506
m
724j': .r :1,60
3120
0.124
o.1n
381 I
4140
0.r88
0 007
Lc 50
220
50m20
380. . ]1.60
3120
0.160
0.r57
189 I
4140
0.097
0.005
LC 6a
NC
14959
56
1 138
:':..,:1.60.gn
0,1600.157,t89 8
1110
0.3',,
0.032
rc 6b
605
769956
586
. .: ::: ' t,!0.
3120
0,160
0.157
489.8
,t1,$
n 172
0 0r3
040
7875 30€505
Y7 4CE
.1.6.0, .:. : .:: ..1..60.r..
2376 2376
0 r99 0.145
0 100 0.1(0
4g).8 3333
2153 2153
0 161 0 192
0.0m 0.003
ol( oK
OK OXOK OK
OX OK
C{id I
?.20
1698
21
251
.!.6Q
at6
0.253
0.238
566 0
2153
o.124
0 005
bs
Axial lb'in
Momer{ pd
L9J
C! p5i l
Ce FsiF., p6i
uilty t
univ 2
ch*k I oK
Ch6t 2 OK
Chtrk 3 OK
Chtrk4 OK
OK
OK
OK
ot(
OK
OK
OK
OX
OK
OK
OK
ot(
OK
OK
OK
OK
LC 6a
605
5663
719
:,.':.1,Q
2376
0.253
0 238
566,0
?153
0.413o0t9
OK
OK
OK
OK
OK
OK
OK
OK
ox
OX
OK
OK
OK
OK
OK
OK
LC 6b
605
2996
73
396
:r: .:: : ..:.1.m:.-:
2376
0.253
0.z38
566 0
2153
o2n
o0r2
OK OK
OK OK
OK OK
o'( oK
CKR Engin€6, ,1118/2012. Wood Bs.ing ffifl.its
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Company :
Designer :
iob Number :
CKR Engineers
Dan Goodrich
12146 Grid 5 Frame
Apr 18,2012
9:36 AM
Checked By:
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1 N1 mAv ,033 26 7 438,22 o 1g 0 19 0 19 o 1S2mtn- 101 21 -a 748,25 o 19 o 1q 0 19 o 193N2max5.57 22 3228s ?n 0 19 o 19 0 1S o 194mtn-5.442 25 3.S48 33 o 19 o 1S o 19 o 1g5N3max5 309 ?6 34.059 20 0 1g 0 19 o 'tg 0 196mrn-5.39 21 67o,2 33 0 19 o 10 o 1g o 1S7N4max.o74 26 5.265 23 0 '19 o 19 o 'tg o 19Imin- o51 25 .1 zAA ?6 0 19 o 10 0 19 o 1ggN5maxo65261,65 20 o 1S 0 19 0 19 0 1g10min- n65 25 .531 33 o 1q 0 1g o 1g o 1911N11maxo1g019o19019o1001912mrn019o1go1S01g01So1913N12max01901901901g019o1914mtno1901So19019o19o19'15 N13 max o 19 o 1g 0 19 o 19 0 19 o 1g16mtno19o19o19o19n'19 o 1g17N14max019o't9 o 19 o 19 0 19 0 1S1Amtno19n1901go19o1go1919N15mex019o19019o19019o1920mrn019o1001901901go1g?1 foialc'max 11 0-2A 26 72.533 20 o 1922mtn11 n2A 2A 16.581 32 o 19
[U11 21 46\Calcs\Grid 5 Frame.r3d]RISA-3D Version 9.1.1
Llf,
Company : CKR EngineersDesigner : Dan GoodrichJobNumber | 12146 GridpFrame
Ap( 18,20't2
9:36 AM
Checked By:
(-5,i
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r3,t
N1 max 153 33 5 421 31 0 1S 0 19 o 1S o 192mrn- 1R7 3?.152 32 0 19 o to o 19 0 193N2max1683319.S07 20 0 19 0 19 o 19 0 104min- 166 3?3.754 33 o {q o 1g o 1g 0 1g5N3max4.621 33 41.911 20 0 19 0 19 0 1C 0 196min-8.O77 30 ? 21p,32 o 19 0 '19 0 1g o 1S7N4max8.017 31 43.597 2n 0 19 0 19 0 19 o 1gffmtn-4 539 32 2.47 33 0 19 0 1S o 't9 0 19gN5meY4443017.483 20 0 19 o 19 o 19 0 1910mtn- n?7 31 )44 33 o t9 0 10 n 19 o 1911N11max019o1qo1C01901901912mtno1901go19o1g01gn1913N12max0tg019o1901q01S01914min01go1901001So19o19'15 N13 max .004 30 1.428 20 0 19 0 19 o 1S 0 1915mrn-.003 3't 2,51 33 0 1S o 1S o 1g 0 1S17N14max019o19019o19o1901918mtno19o19o19o1001So1019N6max019019o1001So19o1920mtno19o19019o1go19o1921N7max01g01g0190'19 0 19 0 1S?2 min 0 1g 0 19 o 1g 0 19 o 10 0 1g2-3 N8 max o 19 o 1g 0 19 o 19 0 10 0 1S24mtno10019o19019o19o1g25NSmax019o10019019o{g 0 1026mtno1S01g019019o1go1S27N10maxo:19 0 19 0 19 0 19 0 19 0 1928ani6019 1 0 19 0 19 0 19 0 19 o 1q29IotalqmaY11,203 33 128.658 2A 0 1930lmin I -11.2W IN 26.625 |321 0 '19
[U:\1 21 46\Calcs\Grid D Frame.r3d]RISA-3D Version 9.1.1
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