HomeMy WebLinkAbout4420 Pierce StreetDEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10243
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE Date : 3/14/00
7500 WEST 29TH AVENUE
' WHEAT RIDGE, CO 80215 - (303-235-2855)
Property Owner:
Property Address : 4420 PIERSON ST Phone : 421-9059
Contractor License No. : 20603
Company : Mike & Georgia Ota Phone : 421-9059
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby cartiy that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are aecurate; that 1 have read and agree to abide by all conditions printed on this
application, and that I assume full responsibilitv for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat fiidge ordinances, for work under this permd.
(OWNER)(CONTRACTOR)
Construction Value :
$49,490.00
Permit Fee :
$644.25
Plan Review Fee :
$418.76
Use Tax :
$742.35
Total:
$1,805.36
Use:
Description : Home addition, adding 2 bedrooms, 1 bath & great room
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. :
Approval : MLC
Zoning : R-2
Approval: DM
Approval :
Occupancy : Walls
Complies w/R-2 regulations. Addition will total 18.3% lot coverege
Okay
Roof
Electrical License No :
Company :
Expiration Date :
Approval:
Plumbing License No :
Company :
Expiration Date :
Approval:
Stories : Residential Units :
Mechanical License No :
Company:
Expiration Date :
Approval :
(t) This permit was issued in accordance wkh the provisions set toM in yopur application antl is sub7'eG lo the laws of the Shate of Coloretlo antl to the Zoning
Regulatlons antl Building Code of Wheat Ridge, Coloretlo or any other applicable ordinances of the City.
(2) This pertnit shall expire if (A) the work authorizetl is not commencetl within sixry (60) tlays from issue date or (B) the builtling authorizetl is suspendetl or
abandonetl for a period of 120 days.
(3) If Mis permit expires, a new permrt may be acquired for a fee of one-half ihe amount nomialry requireq provided no changes have been or will be made in ihe
onginal Dlans and specifcafions antl any suspension or abandonment has not racceetletl one (1) year. If changes are matle w K suspension or abandonment
exceeds one (t) year, full tees shall be paid tor a new permit.
(4) No work of any manner shall Oe tlone that will change the naturel flow of water causing a dreinage problem.
(5) Contractor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections antl shall receive wntten apOroval on inspection cartl before
proceed" ith success}}yye phases of the ob.
(6) 7T ' 'r the aPProval o~tlrawings and sPecificaUons shall not be construe0 to he a peimN for, nor an approval of, any violadon of ihe Provisians
of the il ' g` ny other oNinance, law, rule or regulatlon.
Chief Building
, UEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
Building Permit Number :
Date :
, WHEAT RIDGE, CO 80215 APPLICATIo N
Property Owner : Mt6- Crm
Property Address : 141.f ZC>T~f-e,g)of3 g~- Phone : 303-1}ZI •Q'OSq
Contractor License No. p 3
Company :
Phone:
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value
I hereby certify that the setback distanas proposed by this pertnit application are accurete, PgfRllt FB@ :
antl do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or -
covenants, easements or restnctions of rcwrd; that all measurements shawn, and allegations ` .
made are accurate; that I have read and agree to abitle by all condftions printed on this Use Tax :
application, and that 1 assume full respon ibiliry for mp anca wrth the Wheat Ridge Building -
Code (U.B.C.) and all other applicable eat idg i nces, for work under this pertn' . TOt81
(OWNER)(CONTRACTOR) SIGNED DATE I DO US@ :
Description : I 1 _~O_ _ _n'~.,~~(o~~ A,~1 113,
r T ~ 2$EDQOOrr~4 / l~aPvA Qoom
BUILDING DEPARTMENT USE ONLY
q. Ft. :
. , _ .
Approval : ~_(d..
Zoning : R
Approval: FE~91~t1nsi\
Approval : I
Occupancy : Walls : Roof : Stories :
tleCtflcal Llcense No :
Company:
Piumbing License No :
Company:
Mechanical License No :
Company :
Expiration Date : Expiration Date : Expiretion Date :
Approval : Approval : Approval :
(1) This permit was issuetl in acewtlance vriN the pmviaions aet forth in yopur apDliration antl is suCjecl M the laws of the State ol Colo20o antl m the .'.oning
Regulations anO Builtling Cotle M Wheat Ritlge, Coloraeo or arry oMer appliraele ortlinances of the City.
(2) This permit shell expire if (A) the work authonzeE ia not commence0 wilhin aixry (80) Eays from issue Oate or (B) the Cuiltling auMOnzetl is suspenGeE or
ebantlonM lor a periotl o( 720 tlays.
(3) If this permtt expires, a naw pertnit mey he aoquireE for a fee of one-hall the amount normally requireE, providad no ehanges have Geen ar will Ee metle in the
original plans anE apacificationa antl any suapenaion w abantlonment has nW azceetletl qie (1) year. 11 changes are maEe or if suspension or aDanOOnment
ezceeES one (1) year. full feea ahall be paitl for a new pem*l.
(4) No work o( any manner shall Ee tlone that will ohanqe the naWrel flow ot water causing a tlninage ptoblem.
(5) ConUaClof 8hall notlly the Builtlirlg Inepeetof IWMty-(ouf (24) houB in atlvente lor ell inspeetions antl Shell reCeive writlen approval on inspec4on terd Defore
proceetliing with suctessive phases Of Ms job.
(6) The iasuance of a permit or the approvat of Erawings and specifipdona shall not ho mnsWed to be a permit for, rwr an epproval W, any violetion W the provisions
of the bu"g codn or any other ortlinanCe, law, ntle w requlatlon.
Recntded at _
Rcceptiun Nu
o'clock M.,
Rccorder.
DEED OF TRUST
THIS DF,ED OF TRUST, Dated March 25, 1993
Michael Jay Ota and Georgia Kay Hoyer
the grantor hemin, whose addrcss is 4001 Upham St
Wheat Ridge, CO 80033
*Counry of Jefferson and State of Colorado,and the
PUBLIC TRUSTEE ot the County or City and Counry in which the propertydescribed below is situaled,in the Smte oCColorado,
Witness:
The grantor, to securc a promissory notc or notcs, hcrcinafter rc(crrcd ro in the singular, datcd MarCh 25 , 1993 ,
for ihc ioial principal sum of $50 , 000 . 00
dollars, payable to the order of John M. and/oi Juanitd L Ota
the bcneficiary herein, whose address is 10885 W 47th Av.e.
Wheat Ridge, CO 80033 , after the date thereof,
with interest thereon from the date thereof at the rate of 7.00 perccnt pcr annum, principal and interesl payable
Monthly
does hereby grant and convey unto said Public Trusree the following described property, situate in the
of Jefferson , S[a[c o(Colorado, to wic:
See E'[ibit A
i
LoT :L
$lp(rp0A3 SU(bA1U1S10~
C0L0-n'T'%i OF zisiFFtR'm
S'fii7"F. OF Gp60RA4O
also known by street and number xs 4420 Pierson St Wheat Ridge CO 80033
Counry
TO HAVE AND TO NOLD the same together with all appunenances, in wst nevenheless, thai in cau of dc(eult in the paymeN of wid mm or any pan therco( pr in¢mst
Mcmon, or in ihc pcdomianoc of uny covnr.mis hc¢inufmr sa fonh, ihcn upnn the bcncficlary Inorc holdcq lilinp nmivc of clretion und tlcmantl for xulc, snid PobI'm Trusirc,
alier aEvcrusinp not icc of saiA salc wcckly.lia noi Icss tlian four weck.,, in sonx ncwspvper o( gencral clrculauon in saiJ couniy, shall ull said propeny in the munncr pmvldcd
by lawin ellen v ihe iime of filing said notice untl demand. m public uualon for caah, at any pmper place designamd in ihe nutice of sal<. Ow of the prweeAs of saiE sale saiJ
Trusme.chall rtuin or pay firstall fees, cAargcs and msts anG all moneys aCvanced for taxes, insurance ana aarssments. or on any pnor encumDrance. wiN inmrtst therton, und
pay lhe pnncipal anG imerest due on said mte. ¢ndenng the wcrplus (if any) uNO the grantor, and uf¢r the upirntion M the time of mdemption, said Tmsme shall execute and
deliver lo the purchucr a dccd to the pmpertv sold Thc Mncficiuy may purchmc sai0 pmpcrty or uny pan Ihcmof at xuch sule.
The gramor covcnants Nat a1 the timc of tlclinq of these pmsems, hc is .ccixJ of sai0 prupcnyin Ice simple, and thal mid pmpeny is (rte of eneumbanccs, ezcepl
Easements, Reservations, Restrictions and Covenants of R€cord, or in existence,
The gmmor aiso co~cnams that hc will kecp all buildings insumtl witA a mmpany appmved by the beneficiary for fim and extendeJ eweroge in on amaunt cyuul Io the unpaid
balance of said noie wilh Iws payabic to the bcneGciuqt will deliwr a copy of Ihc Nticy Io Nc bcneficiary flnd will pay oll tbaes anJ ucvexsincntx aguinw sniJ pmperty mJ
amounu due on priot encumbrznas. If granmr shall fuil m pay insuranec pmmiums, tucs or amounu Jue on pnor encumbmncc, the bencficiary may pay Ilic samt enJ aII
amoums shall become addiaiunal indcbwdncss duc Acrtunder: anJ in cmc of fumdumre. hc will pay an auomcy's fn: of
a reasonable and customary amount.
Should the bcneGciary hemunder R made a parryto any xtion a(fccting this dttd of ws1 or the iitle m mid pmpeny, the granior apmes thm all coun costs arid u mazonable
euomty i(ce paid by the bencficiary shall becomc nJdiiinnal inJc6mdncss duc hrmundcr; and the gramor docs hcmby M1lea¢ and waivc all cluims in suiJ pmpcny n+ a
homatead czemption or othcr cxemplion now or herta(kt pnrviJN by law.
II vll ot any pan af the pmpcny or un imcrcsnhcRin is wW or Itan.clcm:d 6y the pramnr withum M:ncliciuryi pnur uriuen conscnt, cxcluding (u) the tmation of a licn or
encombnnce subordinatc to ffiis UceJ of "frusi. (b) the crtation o( a purchvse monn security ime¢v fur houschuld applianms, (c) a tmnxkr by devise. Jescrnt or by pperalion
of luw upon th< dwlh of a joinl Irnum or (d) the gram of am Icuchold intcrost of Ihmc ycurs or Icss nol containing an option 1u pu¢h'vice. hn<ficiar}' may. at bcncficiary's
option, declam all lhe sunu secumd br this Iked o(Trusl fi M imnieJialely due vnJ pvyaFle 6euficiarr shall have wuived mch opiion to aceelerate if, priar Io thr nale or
Innsfe[ Mne(miarv and thc pcrwn Io whom the prorwrly is ta hc soW ur Iran.dcmJ reuch agmcnrcnl in wriGng that the cmdil of such penon is satisfaclory Io beneliciary and
thai the inmrcsi pay'ablc nn ihc sums sccureJ b,ihie 0.N of Trusi shall hc al such ralc v Mncliciury shall rtyucsl.
li is agrtcd Ihal in ea.e oldcfauli in payinant of said principsl or imrnst ur a bmach uf an, of Ih< covcnam.. hcrtin. lhcn saiJ principal sum hcreby sccumd und intcrest Ilitreon
nmy af the optiun of the hcnclicary bv:comc Auc anJ payaMc a1 oncc.'vn)'ihing in said num ~o the cunvary noaxilhstanJing and prsscssion uf ~mJ prory:rryr will Ncrtupwn tm
delivertd w the Acneliciar}. anJ on fviWm m dclncr wch p.n.scaion the tknelirinn shall Ix entltled te u mc<ver fnr suid pmpxny. who m:qln approiNCJ by uny ouun of
comp:mm jursidinion.
whcncver used hcrein the sin fular nundx:r xhall incWac the pNraL ihc plural ihe singulac und ihe use of uny genJCr shall h upplicaAle io all Ecnden. NI n! ihe covenani>
herein shall tk bindinE up+n Ihc rtstxcinn caln. ~wnonal npreunwirvc.. wu..wn and aogns ul ihc partm> hcmw.
ExecweJ the day and ycar lirsi atrom wnuen.
The foregoing instrumcm wxs acknowlcdgcd bcforc mc this 25th d.ry ofMaich. . 1993
bY Michael Jay Ota and Georgia Kay Hoyer
My commission cxpires . Wimcss my hand and pfficial scal. 'lf in Demer, insen "City and".
Name and Atltlrtss of Person Crtnung Newly Gca¢d Lead Dcunolion 38-75-106.5, C.R.S)
N0. 923C. RfC 6-92. DEED OFTRUST(PublicTmxrtre) n-ith Due un Sd<Cliuse 0 it=~,
Bredford PublishinR. 1743 Wactt SL, Ucnvcq CO 80202 -(?OJ) 292-2500 - I2-92
STATE OP COLORAllO
Countyof Jefferson
Rccorded at o'clock _ M..
R4ception No. Recordcr.
SPECIAL WARRANTY DEED
THIS DEED, Made ihis 25th day ot MAId:.'[-I
between
MARC S. NP.IPPN
Counry o( DEI7VBY'
MffCHAII, JAY OTA AND GEORGIA
19
orme City and
, State of Colondo, granmr(s).
K. HOYER
whose legal address is 4420 Pearson $tL'E`2't.
4dieatridge, CO
of the Coumy o( Jefferson
State of Colorado, grantee(s):
WITNESSETH, That the grantor(s). (or and in considerntion of the sum of $56 ,000. 00 ***'~*************'F*
FIl'iY-SIX THOUSAND DOILUS AND 00~100************************************ DOLLnRS,
thereceiptandsu(ficiencyofwhichishemhyacknowledged,hn5 gramed,bargained,soldundconveycd,andbytheseprescrosdo grant,
bargain, sell, convcy and confirnt, unm ihc grumcc(s), Y715 hcirs and assigns forevcr, all ihc real propeny, togeEhcr with improvemcnts,
if any, siwate, lying and bcing in the County o( J2ffETS071 , Statc of Colorado,
described az follows:
IL7P 1,
BLAGDOIQ SCTBDIVISION,
COUNi'Y OF JEFFERSON,
STATE OF CbI1JRADb.
alsn known by street and numbcr as: 4420 P2diSOR StrE'2t, Wha_atridge, CO
TOGETHER wilh all and >ingular the hcrcdiiaincnts and appurtcnunccs Ihcreto Mlunging. nr in anywisc appertaininp, und the rcvcrsion and
rcversions, mmainder and rcmainden, rcnls, issue, an<I prolits thercuL und all the estale, right, iiUc, imertst, claim and Jemand whatsocwer oI the
gramor(s), either in law or equiiy, of, in anJ tu the abnve bargained pmmises, wilh ihc hertdiiamcros and appurtcnanres:
TO HAVE AND TO HOLU the >aid premius above hargvintd and Jexrilxrd wiih Lhr appuncnancc., umo the gr:iNCC(s))aiS heirs and
v>signs fortvcc Thc grantor(s). (or ]11Ii1 sclf , tL7.S hcirs and [vnunal rtpnrtscniativcs or succcuon. Jo covcnani and agrtc ihat
he shallandwillWARRANTANDFOREVERDGPGNUihc:ibovobarpainedpremizesiniheyuieinnJpeaceablePou.essionuflM@ramce(s),
hcirs and assigns, againsi all and evcrv lxrsnn or pxrsons cling the wholc or uny pan thcreoL by. thrnugh or under the graNOr(s).
IN WITNE$$ WHEREOF, the grumor(s~ ha S czccwc hi. dccQ on the dalc>ci forth abovc. /
nmc S.
STATE OP COLORADO
Clty dT1C] Couniy of D2RVPS'
The foregoing insvumcm w:is :¢knowlcdgcd bdixc mc this
bY MdI'C S. Nd.]1TIdT1.
I ac
25th aay or March
Wilncss my hand unA official seul.
My mmmission cxpin:s
19 93
Noury Whhc
`If in Denver, inserl "City and..•
No. 16. Rer. 3-85. SeECIaL wnsenn'rv ne.eu
OmdlarA PuhGahinF. 1743 Wuzec SL. Dcnvice CO 80202 -(701f ?V? .SW -/r-90
RJLPOiNr
L A N D S U R V E Y I N G
5460 WARD ROAD • SUITE 160
ARVADA,COLORADO 80002
(303) 420-4788
I M PROV~T6l~GATI OCi•GG RTI FICATE
LW . ~~cr i .
DAT 01/20/2000 FEE 95.00 JoB# 00-103
MoRTGnGE co. JEFFERSON CO . BLDG. DEPT.
ADDRESS 4420 PIERSM ST.
BORROWERS NAME OTA/HOYER
LEGAL DESCRIPTION
~ IPER CLIENTI
I LOT 1, BUYGOON SUBDIVISIaN , ~
CWNTY OF JEFFERSON, STATE OF
caoenoo
L
I
Plase Note:
Ouvna / conteacter 1s responsible for locatlng peoFedy
Ilnes and constructing improvements axording W the
approved plan sad roquired dcvelopment standards,
73e City is not responsible for inaccurate information
submitted wit6in the plan set and any wnstraction
crrors msWring fro,~ ~curate informat;on
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SUNVEYI60M USM10
, P4TTE~INOLE I 6EAPIHOl~ND ENMON0. '
On the basis of my JEFFtRS(]NnfCrOmatioBnL n~d' b
or Improvement Survey Plat, and thatit is no
improvement lines. I further cer}ify that th
connections, are entirely within the boundari
described premises by improvements on any al~
sign of any easement crossing or burdening an
"NOTICE: Accortling [o Colorado law you musi cc
firs[ discover such defecL In no event, may any actlon
the r.ertifica[ion shown hereon."
~lief ereb~ C`ily'fFia`fthis improvement location ce ' cate was prepared for
D T. ,that it is ot a Land Survey Plat
to be e relied upon for the establishment of fence, ilding, or other future
improvements on the above described parcel o his date, excepY utility
of the parcel, excepV as shown, that there are n encroachments upon the
Dining premises, except as indicated, and that th e is no apparent evidence or
Dart of said parcel, ¢xcept as "?it~
l ~~~~cn
mence any lega/ ac~ion I~na~yA in this survey within three years aRer you
/
d [han ten yeare /rom the date o/
more
~tl upon eny defeck irl ~
.
Owner: Ota
Builder: Owner.
Address: 4420 Pierson Street
a OD
i>
Description: SFDAddition 1 111 1~
1. Have an engineer determine footing pad sizes in crawl space per soil bearing
pressure and conditions, appear to be undersized and 16" square.
a- 2. Submit truss specifications for review.
t 3. Provide steel beam size.
4. Show window types and sizes. (casement, double hung, etc.)
5. Submit an existing floor plan to that shows changes as part of addition.
6. Label windows at tubs as tempered glass due to location.
7. Show existing water and sewer service sizes.
8. Provide A/C with battery backup smoke detectors in addition per code requirements
and battery detectors in existing per code requirements.
` 9. Show furnace location and size in crawl space along with required electrical.
10. Show an exterior landing at all new exterior doors.
11. Provide TJI size and proposed spacing on-center for both options.
12. Label all GFCI outlets electrical plan.
Please make these additions or corrections to the submittal and resubmit for review, if you
have any questions or comments please feel free to contact me at 235-2853.
Sincerely,
Code Correction List
February 23, 2000
Darin Morgan
Codes Administrator
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T01 IROOF TRUSS I13 I1 I
St7 12-0.1212 -8o-~µ 7b1W
eg7 Z~ 2~ ~ ~ 3411-15 4O.p{~
588 0. 12 i1at2 6-8-8 0.1240.0 a ~1 01810
~-+a~z ~-~z
4.00 iz
ez°=
Sx8 ;
5 e
1.Sx/ II T
3z/; I W3 W W2 7 3x4~
3 8 1.Sx4G
NN 4 g
~~Z
~xe- 7x12_ 141
18 15 ~
44 = 1x111 702= 13 12 06-
1.0012 7x12= IxB= 4xe-
6-&7 12•2-8 19-5-8
28-&8 32-11_2 40.0-0
&67 5-0-2 730 7-3-0
&240 7~15
Plate OHsets X,Y : 2:0-8-0 0-t-8 2:0-2-0 ed e 5:0.3-0 0-3-0 7:0.3-0 0-3-0 10:0-24ed e 100-8-8 0.1-11
LOADING (PSfi SPACINO 2-0-0 CSI
TCLL 30.0 Plates Increase 1.15 DEFL (in) (loc) Udefl PLATES 6R1p
TCDL 7.5 Lumber Increase 1.15 TC 0.92 Vert(LL) -0.57 tp >gqp MpQ
Na 12&94
BCLL 0.0 Rep Stress Incr YES WB 0.98 Vert(TL) 0.25 10 >561
BCDL 7.5 Code UBC/ICBO
1st LC LL Min Udefi = 240 Weight: 177 Ib
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E BRACIN6
BOT CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Sheathetl or 2-2-3 on center puAin spacing.
WEBS 2 X 4 W W Stud'ExcepC . BOT CHORD Rigid ceiling directly applied or 6-2-7 on center bracing.
W1 2 X 4 SPF No2, W2 2 X 4 SPF No2
REACTONS (Ib/size) 2=1848/0.3-8, 10=1848/0-3-8
Max Horz2=~4(load case 4)
Max Uplitf2=-840(load case 3), 10=-840(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=10, 2-3=-4785, 3-4=3978, 4-5=-3978, 5-6=-4668, 6.7=-4333, 7-8=-3806, 8-9=-4828, 9-10=-4992, 70.11=10
BOT CHORD 2-16=4544, 1$_1g=qsqq 14-15=4490, 13-14=3799, 12-13=4157, 70.12=4743
WEBS 3-16=89. 3-15=-826, 415=-357, 5-15=-878, 5-14=212, 6-74=2468, 7-14=525, 7-13=707. 8.13=-672, 8-12=410, 9.12=-427
NOTES
1) This truss has been designed for the wind loads genereted by 100 mph winds at 25 ft above ground level,
using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurticane oceanline, on
an occupancy category I, condition I enUOSed builtling, of dimensions 45 ft by 24 ft witti exposure C ASCE
7-93 per UBC/ICBO If end verticals or wntilevers exist, they are exposed to wind. If porches exist, they are
not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) All plates are M20 plates unless othenvise indicated.
3) This Wss has been designed for a 10.0 psf bottom chord liva load nonconcurrent with any other live loads
per Table No. 16-B, UBC-94.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 840 Ib uplift at
joint 2 and 840 Ib uplift atjoint 10.
5) This truss has been tlesigned, for both UBC-94 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard - -
Job Truss Truan Type ary IPIY MIKE OTA
0-OTA GE1 ROOF TRUSS 1. 1 High Plateau Truss, Inc., Golden, CO 80403 4.0.32 s Jun 9 1998 MiTek Industries, Inc. Tue Feb 29 08:23:08 2000 Page 2
NOTES
6) Provide mechanical connection (by others) of Wss to bearing plate capable of withafanding 86 Ib uplift at joint 2, 871b uplift atjoint 21, 88Ib upliR
atjoint 34, 97 Ib upliR at joint 35, 98 Ib upliR at joint 36, 99 Ib uplift at joint 38, 93 Ib uplift atjoint 39, 101 Ib uplift at joint 40, 881b upliR at joint 41,
165 Ib uplift at joint 42, 88 Ib uplift at joint 31, 97 Ib uplift at joint 30, 981b uplift at Joint 29, 97 Ib uplift atjoint 27, 931b uplift at joint 28, 101 Ib uplift
at joint 25, 66 Ib uplift at joint 24 and 165 Ib uplift at joint 23.
7) This truss has been designed for both UBC-94 and ANSI/TPI 1-1995 plating criteria.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
Pty MIKE OTA
t
0-OTA
GE1
ROOF TRUSS
1
1 '
High Plateau Truss, Inc., Golden, CO 80403 4.0-32 s Jun 91998 MiTek IndusVies, Inc. Tue Feb 29 08:2307 2000 Page 1.
t4-2-8 30.1M
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2%011
2z411 2z411 7x12= 2X4 11 4x10= 23C4 11 9X411
2x411 2d11 2x6114.00W1 2X4 II
2x411 2x411 2z411 2W II
tx411
~ 8-67 ~ 12•28 3T-114 ~ C0.0.0 ~ .
~ 68-7 ~ 582 ~ 7-3-0 7-3-0 8-240 7-0.15 ~
PlateOffsets X : 9:0-3-0,0-3-0 28:0-5-00-1-11
LOADING (pst')
SPACING 2-0-0
CSI
DEFL (in) (bc) Vdefl
PLATES GRIP
TCLL 30.0
Plates Increase 1.15
TC 0.16
Vert(LL) Ma - nla
M20 128/94
TCDL 7.5
Lumber Increase 1.15
BC 0.05
Vert(TL) 0.00 1>999
BCLL 0.0
Rep Stress Incr YES
WB 0.11
Ho2(Tl) 0.00 n/a
BCDL 7.5
Code UBC/ICBO
(Matrix)
1st LC LL Min Ildefl = 240
Weighk 172 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceiling diredly applied or 6-0-0 on center bracing.
OTHERS 2 X 4 W1N Stud
REACTIONS (Ib/size) 2=215/40-0-0, 37=7/40-0-0, 33=8/40-0-0, 28=7/40-0-0, 21=216I40-0-0, 32=165/40-0-0, 34=174/40-0-0, 35=181I40-0-0,
38=183/40-0-0, 38=173/40-0-0, 39=177/40-0-0, 40=196I40-0-0, 41=114I40-0-0, 42=340/40-0-0, 31=180I40-0-0,
30=181/40-0-0, 29=174140-0-0. 27=178/40-0-0
Max Horz 2=241(load case 3), 37=2(load wsa 2), 33=2(load case 2), 28=4(load case 2), 21=239(load wse 4), 32=3(load case 2),
34=-1(load case 2), 35=2(load case 1), 38=1(load case 2), 30=1(load case 2), 29=3(load case 2)
Max Upl"rft2=-88(load case 3), 21=-87(load case 4), 34=-88(load case 3), 35=97(foad case 3), 36=98(load case 3), 38=-99(laad case
3), 39=-93(loatl case 3), 40=-101(laad case 3), 41=-68(load case 3), 42=-165(load case 3), 31=-88(load case 4), 30=-97(load
case 4), 28=-88(load case 4), 27=-97(load case 4)
Max Grav 37= 1 8(load case 2), 33=19(load case 2), 28=18(laad case 2), 21=216(load case t), 32=165(load case 1), 34=174(laad case
1), 35=181(load case 1), 36=183(load wse 1), 38=173(load case 1), 39=177(load case 1), 40=196(load case 1), 41=114(loac
case 1), 42=340(load case 1), 31=180(load case 1), 30=181(load wse 1), 29=174(load case 1), 27=178(load case 1)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=21, 2-3=31, 3-4=-46, 4-5=35, 5-6=-37, 6-7=-37, 7-8=11, 8-9=-38, 9-10=38, 10-11=39,
11-12=39, 12-13=-39, 13-14=39, 14-15=8, 15-16=-39, 16-17=39, 17-18=39. 18-19=-37,
19-20=-48, zazr--si, 21-22=21
BOT CHORD 2-42=0, 41-42=0, 40-41=0, 39-40=0, 38-39=0, 37-38=0, 38-37=4, 35-36=5, 34-35=5, 33-34=3,
32-33=-1, 31-32=-5. 30.31=5. 29-30=-5, 28-29=-1, 27-28=0, 26-27=0. 25-26=0, 2425=0,
23-24=0,21-23=0
WEBS 11-32=-141, 10-34=-147, 935=-151, 8-38=-154, 7-38=149, 639=-149, 5-40=-158, 4-41=1 13,
3-42=-246, 12-31=-150, 1330=-150, 14-29=-150, 16-27=150, 17-26=148, 18-25=-158,
19-24=-113,20-23=-246 "
NOTES
1) Ali plates are M20 plF.tcs w.:asa aihenvise indicated. -
2) Gable requires continuousbl)tiom chortl beanng.
3) Gable studs spaced a•. 2=6Jo canter. -
4) For studs exposad tu min(f, see MiTek "Standard Gable Entl DeWil" .
5) This truss has been de,aiy'.od "or.a.1 r:0 psf bottom chord live load nonwncurtent with any other live loar's
,
per Tabte No. 16-8, i 1P^P^.
Continued on a e 2
For:
MIKE OTA
4420 Pierson Street
Wheatridge, Colorado 80033
By:
M.D. MILLER,P.E.,P.T.,LTD
29156 Sutnmit Ranch Drive
Golden, Colorado 80401
Calculations for addition
March 4, 2000
M.D. Milier. P.E.,P.T..Lid.
29756 Summit Ranch Drive
GWden, CA 80407
- 303-526-9207 - -
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