HomeMy WebLinkAboutFOREST GLEN LOT 7 LEGAL.pdfTOWNOPVAIL
75 S.FRONTAGEROAD
vArL. co 81657
970-479-2138
Fireplace lnformation; Restricted: Y
***rttirlt*'l**rt*|**r.**,t :t,tt***:t*****:**:*:l:trt
Building----> S1,055.35
Job Address: 4475 GLEN FALLS LN VAIL
Location.....: 4475 GLEN FALLS LANE
ParcelNo...: 210112313007
ProjectNo tfdo *-orztr
Status...: ISSUED
Applied. . : 08/18/2004
Issued. .. : 08120/2004
Exoires . ..: 0211612005
#ofGas Lags: 0 #of Wood Pellet: 0
DEPARTMENT OF COMMI.INITY DEVELOPMENT
,tsl -a-o<l-^++ (-{\r-'A
Lo1 I
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALTSFRBUILDPERMIT PCrMit #: 904-0216
6( -otgry
Oh]NER RAD FOUR IJLC 0B/t8/2004 Phone:
228 BRIDGE ST
VATL co 81657
License:
CONTRACTOR Nett Design Construction 08/18/2004 Phone:P.O. Box 21?7 Vail, CO
B1-6s8
I-,icense:290-B
APPLICANT Nett Design ConstrucEion 08/18/2004 Phone: 9?0-476-5551 P.O. Box 2177 Vai1. CO
8l_5 5 8
License;
Description:
EXCAVATE CRAWL SPACE BELOW GRADE TO CONSTRUCT A
RECREATTONAI., ROOM WITH AN 8' CEILING.
Occupancy: R3 Single Family Residence
TlpeConstruction: VN TypeVNon-Rated
Valuation: S110,200.00 Add Sq Fil 1208
# ofGas Appliances: 0
Restuarant Plan Review->
53 . 00 Clean-up D€posit------>
90.00 Total Caloulated Fees-> S3,032.33
FEE SUMMARY
Plan Cbeck--> 5585.98 DRB Fee----------.>so. oo Additional Fces-----*>s0.00
s0.00
Investigation->
WllCall---->
:t*t*t**.t,1:;'t**.t**:tI*rJ'ttt,t++,*r
Approvals:
S0.00 Recreation Fee-..*------> $1,208.00 Total Permit Fee-------> 53,032.33
$0.00 Payments---------> 53,032.33
TOTAL FEES-------> S3.032.33 BALANCE DUE---->
Item: 05100 BUILDING DEPARTMENT
08/20/2004 JRM
12l03/2004.rRM Item: 05400 PLANNING DEPARTMENT
08/19/2004 14RG Item: 05600 FIRE DEPARTMEIIT rtem: 05500 PUBLIC WORKS
Action: AP
Action: AP REVISIONS APPROVED
Action: AP
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
,r"P*r*, completed an accurate plot.plan,I hereby acknowledge that I
and state that all the infomration as required is conect. I agree to comply with the information and plot plan, to comply with all
Town ordinances aod state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENry-FOIJR HOTJRS IN ADV BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM . 4 PM.
OF OWNER ORCONTRACTORFOR HMSELF AND OWNER
PAGE2
*'t*'*:**{'******+*******+*JF't,*d<*{.**'f:t,|.*{.**+:i***d.***:f****,t***!*******,}**'t*'**:t:F**!t**!**+'*:flt,t.|}*lt+|t|t.*l****
CONDITIONS OF APPROVAL
Permit #: 804-0216 as of 1246-2004 Starus: ISSUED
't*'F**,r*i!t't*'t:t:F*:|.'t**+*!*'f!t***:t*,&**.*.:f'****,t:i**'f'*++:*,},t*************,k,.*d.********'**+**,N.*'}****:&l.*4.!}!*****
Permit Type: ADD/ALT SFR BUILD PERMIT Applied: 08/1812004
Applicanl Nett Design Construction Issued: 08/2012004 970-476-5551 ToExpire: 0211612005
Job Address: 4475 GLEN FALLS LN VAIL
Location: 4475 GLEN FALLS LANE
ParcelNo: 210112313007
Description:
EXCAVATE CRAWL SPACEBELOW GRADETO CONSTRUCT A
RECREATIONAL ROOM WITH AN 8'CEILING.
***r.,t *'*+*:t*'* *'* *** ******+**'t**!** *:r*r*:***,h:**!*'***+!F!*** conditions ***r*,t*!*,* ******!* *,f**,r:*,* ** **,t *,r<***,r.,**,*:t *,f *r.***
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED To CHECKFOR CODE
COMPLIANCE.
Cond; 16
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND
EVERY STORY AS PER S8C,310.9.1 OF THE 1997 UBC.
****++*{.******+******+**********+**+*****+***'}****+**'}**************++*****f*+:f***ii*,********
TOWNOFVAIL, COLORADO Statement *+*******f+**'***'ft***********+*******+*****t***++****************+*******+********+**********
Statement Number: R04000?223 Anount: $89.24 12/06/2Q04t2:31 pM
PavmenE Method:Check l.nl-t: L'1'
Notation: Ronald Riley / ck t2280 for 86.60. remainder cash
i89.24
*********.******'lt *:!+**+*************+*********t***f****+***if,**+*jf*****,t*****1.***t(*******+***
ACCOTINT ITEM LIST:
Account Code Current Pmts
Permit No:
ParceL No:Site Address :
Location:
This Payment:
BP 00100003111100
PF 001000031-12300
Bo4-0216
2L07r23L3007
4475 GLEN FALI,S
447 5 GLEN FA],I,S
Descript i on
TYPE: ADD/ALT SFR BU]LD PERMIT
LN VATI
I-,ANE
Total Fees:
?ota1 ALL Prnts:
Balance :
>t,vJz.55
+J, UJZ,.5J
s0. 00
BUII-.,DING PERMTT FEES
PLAN CHECK FEES
l. bu
UJ.b4
O e---/ O fi-,. .'
ffi, AppLrcAloN wrLL Nor ee nMepreo rF rNcoMplErrEr,?l.rlilfll"6Oq -Oe, p
T{(\\ ffi gto+zsi-ziasl nspections)
-^- Ft'.t/ ' REVrsroN To rowN oF vArL BUTLDTNG pERMrr
MWNOFYAIL
75 S. Frontage Rd.
Vail, Colorado 81657
COMPLETE FO ERMIT
F
****+***************************RO UTIN G INFORMATION FOR OFFICE USE O N Ly*"********:r*:l*****r***************a*
BUILDING DEPARTMENT:
ROUTED TO:
TE ROUTED:
PLANNING DEPARTMENT:o DRB REQUIRED: Y OR N
nner Siqn-off:
CONTRACTOR IN FORMATION
General Contractor:
I*+ |)nsq,^G"#J"-Town of Vail Reg. No.:'Bot1 -o2' t
Contact and Phone #ts:
'/ tl '>r2v,( 16//1 ttt (/7"'/? //3lL
ATTENTION: Jll, CHr\RLlE, CREG. DORTS
Contractor Signature: ...--za -)\ t-'e
REVISED VALUATIONS FOR P Labor & Materials
REVISED AMOUNT: $ELECTRICAL: $OTHER: $
PLUMBING: $MECHANICAL: $REVISEDTOTAL: $ /.3r a3
'or Parcet * C.ntac
Parcel #zro I 123 13 oo ?
Job Name: i(,(., 14r,(,f,;*JobAddress:q47{ L/r,, F,rl/s Lrne
Legal Description Lot:B lock:Filing:Subdivision:
owners Ntt"' l)^cl F*r-'I'.t Addressllvl'7t (,/ri, E".//t ( t, l/e,l Phonec/}u .j-gt (t/oc
ArchrtecUDesigner:Address:Phone:
Engineer.Address:Phone:
REASON FoRREVlsloNS' j*,,a.- tu6-,, l(,\ t tr(i-lL t'tttty'vl<,-,?o,^1,
C:\windows\Desklop\DFLORES INFO\Revised Btdg permit.doc
_I-O_V-COM.DEV.
EARTH FORM
rH|6 SIDE
$y.l -cLta
AILEY RESIDENCE
tAtL, CALffiO
FA/NDATION
tlEl4 FOlJllDArtON,^ALL
PRILL c EPorf la
-l 6RA)T *4 DqY15;S I o l|6" oc. I
6" PENETRATIoN 12'
*4 c 16'O.C.
*4 0 lo, Q.c,
2 *5 clo/tlT.
TOP ' WT
r"
NEh.I 4" gLAB
4n
2 TE @NT,
CTION
tr rF. if:;FffF'*
i ( ,/,t \ cc..riaad. .l!'?rttg t ,I V,/ I 1wrr, otala r5t{
l_g r'Ol.'ta 'tna .'to-.ltat ?.r
TOWNOF VAIL
75 S.FRONTAGEROAD
VAIL. CO 81657
970-479-2138
O DEPARTMENToF..MMUNITY?EVEL.PMENT
50.00 Recreation Fe€---*-*--> 51,208.00 Total Permit Fee-----> 52,943.09
50.00 Paymens------------> 52,943.09
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES
ADD/ALTSFRBUILDPERMIT PCIMit #: B,04-0216
Job Address: 4475 GLEN FALLS LN VAIL Status . . . : ISSUED
Location.....: 4475 GLEN FALLS LANE Applied . . : 08/18/2004
ParcelNo...: 210112313007 Issued. .. : 08/20/2004
ProjectNo t PF,J o4 - O>7g Expires...: 02/16/2005
OWNER RAD FOUR LLC 08/18/2004 Phone:
228 BRIDGE ST
VATL
co 81-657
License:
CONIFACTOR Nett Design Construction 08/L8/2004 Phone:P.O. Box 21'17 Vai1, CO
B l_65 8 License:290-B
APPLICANT Nett Design Const.ructj-on 08/18/2004 Phone: 970-475-5551-P.O. Box 2177 Vail, CO
81658
L,icense:
Description:
EXCAVATE CRAWL SPACE BEiJOW GRADE TO CONSTRUCT A
RECREATIONAL ROOM WITH AN 8' CEILING.
Occupancy: R3 Single Family Reside,nce
TypeConstruction: VN TypeVNon-Rated
Valuation: $110,000.00 Add Sq Ft 1208
FieDlace InfomatioD: Restricted: Y # ofcas Appliances: 0 # of Gas l,ogs: 0 # of Wood Pellet: 0
ttt,l*,t,*.t:*'**rt:l*tt,t,trt***l*rt*:l****,1,1't,lttlt't+:l.t*:i**'t*tr,lti.***{rt.}'l**attt,}*i FEE SIJMMARY
Building-----> S1, 049 . 75 Restuarznt PIan Revi€w->
PlanCheck:-> $68?.34 DRB Fee------------>
$0. 00 Total Calculat€d Fees--> 52,943 .09
S0 . 00 Additional Fe€s-*--->s0.00
Investigation->
Will Call---->$3 . 00 Cl€an-up D@sit------>
TOTAL FEES-------> 52.943.09 BALANCE DUE------>s0.00
Approvals:
Itern: 051-00 BUILDING DEPARIMENT
08/20l2004JRM
Ttem: 05400 PLANNfNG DEPARTMENT
08/19/2004 NIFiG 'em: 05500 FIRE DEPARTMEIIT
"n: 05500 PUBIJfC WORKS
Action: AP
Action: AP
: 2 of this Document for any conditions that may apply to this pe'nnit.
DECLARATIONS
t
"u.
,.uO #upplication, frlled out in full the information required, completed an accuate plot plan,lherebyacknowledgethatlhavereadm?upptl.ution,filledoutinfullthetror*",-Q---:--r ----,.^r--
and state that all the information as required is correct. I agree to comply with the inforrnation and plot plan, to comply with all
Town ordinances and state laws, and to build this stuctttre according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
OF OWNER ORCONTRACTORFORHIMSELF AND OWNER
PAGE 2
******!i**+***,t:t*'i*'**,t*'t,t*'f,t**'i*+!t'f*:t*:*,***,t:8**,i,t'f,f*,t***+++*****'i,t,*,**Jt,|.,*******+'f*+{.*,F*{.*'F:f*{.*:}***++******
CONDITIONS OF APPROVAL
Permit#: 804-0216 asof08-20-2004 Status: ISSUED
************,*,k******t**+*+*+*'** ***,|:*:t*'8!t *'f !t* * + + + + * l. * 'l 't * * * '* * '| *'*,r ** *'t * + + !* * * 'lr:* * *:t't 't,t * * * !*:* * *:t + * * !t 'i'tr!i**,**!t**:t*
Permit Type: ADD/ALT SFR BUILD PERMIT Applied: 08/18/2004
Applicant Nett Design Consfuction Issued: 08/2O1ZOO4
970-476-5551 To Expire: 02/16/2005
Job Address: 4475 GLEN FALLS LN VAIL
Location: 4475 GLEN FALLS LANE
ParcelNo: 210112313007
Description:
EXCAVATE CRAWL SPACE BELOWGRADE TO CONSTRUCTA
RECREATIONAL ROOM WITH AN 8'CEILING.
****+'t't**'*:**'.'*'*,}*'|.:***'*tt++!F:i*{.****************!t****Conditions****!t*'t!**'t!t**|t,|*!*'t+*'}***'|t*{.**{.*,*'t***:t|}*,*l.**
Cond: 12
(BLDG.): FIELD INSPECTIONS AREREQUIRED TO CHECKFORCODE
COMPLIANCE.
Cond: 16
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND
EVERY STORY AS PER SEC,31O.9.I OF THE 1997 UBC,
+ +*!t* **t****+*++**********f t++ +*+**i.*f,****++*.**+*+*****++t*,t**t*,$**+*** ****** +*++ +* *f ** * *,$**
TOWNOFVAIL, COLORADO Statement **'****** **** ++*** +***+*****+******** **+++*** ***t***+++**+**** * *+*+*** **f **t++*****i*'r**t+***
Statement Number: R040006460 Amount:
Palment. Method: Check
Construction Inc, 23 53
i2,943.09 08/20/200409:42 AM Init: DDG NotaEion: NeCt Desiqns
Permi t No:
Parcel No:Site Address :
Location:
Thi s Pa)rment :
Bp 001_000031-11_100
PF 001000031_12300
RF 11100003l-12700
wc 001000031_12800
804-0216
210112313007
4475 GLEN FAL]-,S
44?5 GLEN FALI,S
T\pe: ADD,IALT SFR BUTLD PERMIT
LN VAIL
LANE
Total Fees:
TOTA1 A]JL PNES :
Balance:
$2, 943 .09
s2 , 943 .09
$0. 00
52 ,943 .09
*** * *******+ * ******** *+*+**** ** ***+* +* * ****t**++++*+ * *****+*+*+***'****++*+** ** ** * ++*** ***** +
ACCOLINT ITEM LIST:
Account Code Descripti on Current Pmts
BUILDING PERMIT FEES
PLAN CHECK FEES
RECREATION FEES
WILI, CALL INSPECTION FEE
1, 049 .75
oatz . Jq
1,,2O8.00
3 .00
APPLICATIO
o
N WILL NOT BE ACCEPTED IF TNCOMPLETE OR
z?v3 {
Project #:
tl
q4-oz?8
IVILI
_ Building Permit#: 1
97 0 47 9 -21 49 ( | n s pectiolnE;
b
MWNOFYAIL
75 S. Frontage Rd.
Vail, Colorado 81G57
rrEtF_
etc.!
CONTRACTOR INFORMATION
1-T 2os,el,s
Town of Vail RegL l.lo-fu,r"tand PhonE?d
I 6o 3, rnc,te-iT 9a- 6S-CS Email address:
qo_upLffiUAMNS FOR BUILDING pERMtr
BUILDING $ /0.f, AO O
Labor & Materials
ELECTRTCAL: $ {OCtO , g, 11 OTHER: $
PLUMB|NG: $ ---MECHANICAL: $rqklJ.Cr .Coo.oa
2/Cl t2-3i3ca7
tLfY K U<,, t-,€,JC-t '{ 73- 6, c- fr.rs l+,,tr.
Subdivision: Fcr,o_tsr 6.e, S,tess: ad 1.- ,..t I /5 (,L.-p f4,,.
Addressrtl 3 l_-a1rr""ne: 1/4 - zl za Detailed description-iworlc {rr+",oa- 5io,,'
Work Class: New ( ) Addition ( )RemodelX) Repair( ) Demo( ) Other( )
Work Type: Interior 6<J Exterior 1 I S"tn f I Does an EHU exist at this location: yes ( ) N" kt
Type of Bldg.: Singte-famity f() Two_family ( )Multi-family ( ) Commerciat ( ) Restaurant ( ) Other (l
No. of Existing Dwelling Units in this buildino:No. of Accommodation Units in this buildino:
Notryp" of Fir"plr. , ptt WooOlpellet ( ) Wood Burni
Does a Fire Alatm E ist System Exi
191 Parcel # Contact E,AssessqE_gffce af 970-329-g640 or visit
***t********************l*************
F O R OFFICE USE O N LY*****r**tt**************************** | ??fg
Fees:
DRB Fees:nner
\\VAiI\dAtA\CdEV\FORMS\PERMITS\BLDGPERM.DOC
07t26t2002
o
Town of Vail
OFFICfr CIIPY
po(-oub
4-l/2' O x 4" EXPANSION BOLT9
PL 3/4"xOxO'-O"
gTEEL PIPE COLUMN
3/4" NON-SHRINK 6ROUT
CONCRETE FOOTINO
ELEVATION
D=TAIL A
*-lrJ.-E 2"=l''O"
RILEY REgIDENCE REIiODEL
LOI1, FOREgT 6LEN
VAIL,COLORAPo
PLAN
6-t'J,#,gD
$J--t'e''P :> 14965 J:
:-
ll"T;-- llfl t - b*t -',t,"-'w,t^" ll
Wl@ffi*,"t
I"IIDE FLANeE tsEAM
4 t/2"
4-?b'O N25 J A \u hxo- x r,-oo
STEEL PIPE COLUMN
V+" WO STIFFENER
D=TA|L 3
%ALE71"=l'-Ou ffi1,1."fi.0 ' qit€
t4e6s 3i
r f) a.'0
Io:.t..r.r-r "'+Zo,vl'-\
bogl. .lgl{t.-lng, hc,
l{ll .. .adou *.ac.tc.4 .+a??lr€ *,L
vatl, alaa& Cb;1
?,flot11J.2f1o 413-lt3tt itx
RILEY RE9IDENCE REI1ODEL
LOl 1, FOREgT 6LEN
VAIL, COLORADO
Et'l+Ttr\ta t^ltna fAil4& aEA;iH
(avb
Furqi-
b*to
&F{'1 ,H€t{ Yr"t:
VouN ta Nl
/l-- tr--i
d
RILEY REgIDENCE REI'1ODEL
LOf 1, FOREgT GLEN
VAIL, COLORADO
L a- - I Y bnt- w,l 4'b")g'{*Wb
wxde a-,AlFSli"$6
+1*aavV-
€ eu{-68a,
6 * o AF,tUfStHc'i
a*,P-t4u( VpYg
i: I p"sf {vl.a 6oa p:iv,t
wwoY_.
AVIDF
ttJeTfw SwoFsila WtoS* To psMayltlq
VrtgTr*(1 Fer'Tl*q b .dtuHt+
t VtolA $Ad F*vg 1D 6r+g,V l+ ha{r
&V fop,a FgFpVrN"4 afro?lrn,q .
TvVlfoYt' *loW PwlPt;6Fl e rrAll
ffitffi
ffilV){ffir,xil
xl a tyl a I
vYt51tfrq
? t?t c"utltll4
Vv14rta
@o1fira ?
tl
'TevtwwtLt n"+
tsPlilaIPttg
n t4a col^ul Htl
:'3i ror..'"?:
brteffie
Gf? C"tfT
ffil'#*%
6ENEF?.AL NOTES
thls slrvct^ne lwg been d6slg ed lo meeL lha reqvlrements of th€ 144'1 thlform
g.tlldlng code ^llh aT'andmanls a. ado?lod { the Tonn of Voll.
All omll slot'ts or ocffillote belneen varlous ola'nenls of tha norktng drdnlnge
ad/o speclllcaltcnls gholl b6 Wovght Lo tha allenllon of the glrvchral hlglt\eer
balqe p?ocaedltE nlth ong 9{.orq go hvolvad. tho aaneral Conlracbor shall vartfg
all dvnotr€,lone and oo dlLlonE aI tha )& elto qd shall b6 reeponelble lor lha
maans, malhods, lechnlqvee, eeqve ces and procedvres assoclalpd v{lt}r thlg
fo)ecL Fwlhormoro, ha sholl be rosponelble lor coordlnallo ot oll v{ork and
materlals lncludlng Lhogo lvr1rtlshed hg svboonlrachore, the Slrvclvral Englnaar
ehall b oonLactod drrlng lha conelrlcllon /vee lo maka the )& elbe l(F?eotlons
neceswg to conllrm lhat Iha actval lleld cot:d,lllone ore oonglslanet nlth tha
dfilEn asslurrp.llone drfr Ihol lhe conetrvcllot\ ls ?roceedtng acoordtrg lo lhe
Vlals ard s?eclllcatlone,
Llve Lo& Usad ln DeglEn'
Rool AO Pef Floors 40 Pst Decke IOO Pet E*lhqvake Zone I lW
htlnd OO @lExPowe E
fhe fo{ndatloft &slEn for thls reel&noe B b@ed Won %lli Report No. q5-241
prapared U! Koechlen OoM)llft1€ Engtneers on ae.?tefibar b, 9q5,
the aonoral Oonlractor ghovld revlen lhe %lls fug,lneor's reporl
and follon lt5' .ecdfi andallone lor axoqvallon, backtlllt g, {adlng ad dalnage
sgsbems,
ffilteTrB f 'lx;,
RILEY REgIDENCE REIIODEL
LOT 1, FOREST CLEN
VAIL, C,OLQRAP()
bogl. cl€h-h€, ha
'4et
a" r!,cta,It A.qqactA .I|,??.rE q*e
vall, @lae& l,'.rl tlotlfi-?no 11/,-1,ojt rt,
3?ECIFICATIONg
All concrale to atlaln a coryresslve otrengLh o| SOOO Psl l^ 2b da95'
All ralnlarclng bars to be Orade 60'
All staal pl?a oolvmns sholl conlofin to ASTM A53, Tgpe E ?oclllcallons'
Af l r'raf l lranlng lumbar to be *2 Ham'Flr or beller.
ffiT'frg,-'6\'a
t4965 ;:. - .r. 4i^
bagl,-Eht,.W,hc"
149 .. natdou a.ao.*atd. @?*E *nJ
v.tl, @lor.& clerl
11?.t1L-2na 11b-191
'
(tr
RILEY RE9IDEIICE REHoDEL
LOJ 1, FOREgT GLEN
VAIL, C.OLORADO
Ji.' lrl44 1E:14 38-:9898284 !,NECHLiII'I ENG]I.]EERS PrlG: E2
AVAN
(303) 949-6009
(303) 949.922s FAX
Randy Nicholson
Elk Rdgc Desigrt Buildcrs
P.O. Box 2382
Fort Collin.r. CO t0522
Subjecr; SubsurfaceCondiriors
Town of Vaif
OFFfr+* *OPY
€ecnlein consu ttinf,Engi neers
Consulting Geotechnical Engineers
12354 W. Alamcda Pkwy . Suile 130 r Lakewood, CO 80228
MArN OFFTCE
(s03)989 1223
(303) 989.0204 FAX
puryose of thir letret is to prc:tent tr.y observahons, conclusions, and reconmendations for cnnstruction of
tbundations.
At tha tim€ of my site visit the excalation had been started for conslntctlon of the rffidence. tvoody
Lnttntan of Anow Excavating wa6 at rhq sit6, The she wat lccatcd a{iacrnt to an cxisriag manmade berm trat aPPearEd to have been construcled for an svalanchc chute. The top of the heml appear ed to be epproxim8tely lJ feet above rhe siE gr$de turd nbout ?5 feei aboye the culde-sac rord surface *rade. The.
':Kcayation was on thc \ryest sidc ofthis manmadc berm.
u'oody Lottman cxc&vatcd E teit pit $'ilh a backJioe at dre north cnd of rhe residensc snci a t€st D't at the
south end ofthe residence. ln atl opinicn. the scils exposed rn the excavarloo urd test phs wer a loose
manmads fill Thc fill consisted ef a bro\r'n, black, silj sand with clbblcs, b<rulders, and organics The ftll extended to a dePth of appro,tirnattly.l -s to 20 leet in rhe north test pit and approximately t-o a depth of l2 feer ln the souLh rest plt. rhc soii beneath the fill was a natrrrai soil coriiisring of i silty, ciayey,gravclly. sand
ln my opinion, tbe lorrse fill rr,ill not safely support a soread footrng foundatron brcaq5s th, till eill sotrle whEn it becomes wet The sftuctute needs to be supponeC by the ulderlylng narursl sollr crr ,;r properly
tonpacted fill, Cons',llctiorl of cotlpldtrd t'ill rvould requrre iemoval of the existing loose fill rlr expose the narural soils. The resuhing excavaiion would nesd to be backfilleri with cimpacted fill rhc
compacted fill would need to c,rnsi$t ofan inported granular soil, Due lo the organics t:ound hr rhe loosr
rnanmade fill I do nor believe ;r tr possibte to us6 the exirting mareriai. Th" comp""t"d lilt should be
Placed in thin loosc lifts, moisturc conciitioned to within 2 peicent of the optirnum moisture conent and
conipacted to at least 98 percent ofthe standard proctor muximun dry density (ASTM D_69g).
The othcr possihle methads for construction of foundations that d, not require removar of the existing fi
are: l) Conpaction Grouting of thc eristing lome fill, 3) Minnic pilcs supponeC b1,thc unrtcrlying natural soils. 3) Helioel steel piers, 4) Drilletl piers, and 5i Driven piles. Due to th; bo'jl,lcrs ior,nd in the
existing flll sclls, I onticlpate rhat driven piles, drilled piers and helical piers would be difficult to install,
The cornpaction grouting r;rd minnie prlcs are pLrssitrle hecause ihe]'are installed wilh a dlill thal cuts
SILVERT,HOFNF
(303) 468-6933
(303) 468-6939 FAX
Scptcmbcr 6, 1995
o
q.{*PE# # }rs*S
3039 I{OECHLE ]N
Randy Nlcbolson
Scptember 6, 1995
Page 2
through soil ud rock. The cost of all *re methods should be evaluated er well ss fte ri.ne needed to
peIforft the work.
I appreciate thc opportunity to Provide this servlce. If I crn be of funher service, plerse conract me.
Srncorely,
KOECHLEIN Cor\ISULTINC ENG INEERS
William H Koechlein. P,E.
Presidcnt
BSE204
o ENqINEEPS o PAGE A3
KOECHLEIN ENGINEERS __o ltKO
-7 /2484
t40
t6:14 383S89A204
MOISTUBE CONTENT %
Somple Description $AND an\i cRAvEL, s11r?, ct ayFy
t-HuE-B4
ECHLEIN OON$ULTI
E NGINEERS
NG
CUFVE NUMBEF
MAXIUUM ORY
I
DENSI
?8,2
OPTIMUM MOISTURE CONT€NT _ _7..?^ Vo onv WEIGHT
(J
I
l- rOO
v,
ul
7
(f gs
a5
LIOUIO LIMIT
PLASTICIW
23
INoEK *, 7 o/o
ak
7o saND- 38, ,Vo
SILT AffD QLAY 77 o1o
\".\s
\o*
(,1
L
72 \al
\'.1 \.t
Locotion On-Site GRAVEL
Compocl;on Teal Procedurg -st rlri- r,J pt:r1r} or
A iljl{ n-6an _ Ma+\^.r .^ -
.l(.its 11|o. 06-02e
GOMPACTION TEST RESULTS
l,',r2Ptu 16: L4
1?5
3E39S9B?A4 HI]ECHLEIN ENGINEERS
o
PAqE O5
KOECH,LEIN CONSULTING
ENGINEERS
PRO.jE{;T Riley ReBjtltancE *
IURVE |,i{JMBEF DATI 10./14/96
MAXIMUM O8Y DEIISIIr
-L.f
iFTIi/UM MC1STUFE COHTENT lc.3 OF1'WEIGHI
A
-e't v
\ ! -C1
"i'i''rl %''] ,fr
MOISTURT CONTTNT %
Soi'nple Descripiion ,-!aNr, Sittv, tgqvet
Lc+otion on-sli.g9,*_
uQuro LiMrT ______lc* z
F{.ASTTCTTY lNfirx o 95 6RAVET_ 19, ir SAND 48- z
SILT Af.ID CLAY *. 33 %Ccrtrpoction'[est P roce dr-, re
JoB NO, 96-OEC
COMPACTION TEST RESULTS
PA6E 86 INEERS
o
KOECHLEII.I ENG B'j8?84
o
. l/'l0rl4 1.6 i 14
.EE? ,E€ -8=ff.98 ;E ;E E;F fiE HJ5 3E# !e i:R:Pri E; €g Bba E.E -Ea IeE EE sb Er4 s'a o E rg; Fs EH E-E'E Ar c-E .e* uF +;gEfi" 9F ;E g*f A EE *t
?pEhS Es -s FgCF E'E l:E EE€'H ub EE
Eg€e EE Eg ;aEf; *E E;i'isb ^q: E;s?iE H{ ;s
e'E r'a g; f.. E
*F!'f H{s *F
E*t€ E:B 5E *;fr tril $E
EE{$ Eff i$E^E3i tsE rn
Us€* Esff EE reEs flE FE
sfaEEes$g 9;#E Fs; +fr
[*EA g;.F JE
HEs3 5E{ jg
eEsH Eri 8,_U$
E€€t f EB i=t
E '6
_ rj -C
'. iV):JF
Ep r
tiL:n
, i_i5
:
.rl
"l
--)
,7
PAGE A7 I.IUEiIHL'IN ENGINEERS 3A39898284
rljl
c"'l
'ait ,I'fia qE
4E
H_+
B
I
I
I
.J
E
.ii - z
-'X "i - F
':F i ': iJ
1 .i:/ a, A a-:
= -i ' i:4v :l F,-i-:.'; gF
',1 .. e ',' -t '-- +!
"i E o 1sE € -
H; E gEE
g;iEEd
€{€EEa
;E HE E H
g$s ss i
AF E3E e
AFEJ$ Hg S:'X 3riE
iEEf E5I ts E ==5 ilE 'igtr I F it'
iigEEEE *z*:s 9E u
Es$"; Ff
€E$ g;€ i
re#* g il€
.a
Ir
f$
{*t.r
t---t tl tl tl I tl tl
ll lt tl |l
lul t? |lit lc I lFl t.s I {r I ta I ILJ
rI
I
s
E
d
It t
tl
I
z
n
{a I
E
o e
i.l og n
ESE !, alt
E lri le+t Lo
J1 lr I i 3E z s.?
.t*3 -€i
*!E i"1 E
E FU trtr
o
s.E
'=+:
L.Ad€t,=
.! .e F 'JV #4 .r i! ii J E o vg :
"d j.-LF, ;O.'n Yir*E O;u'j(:E.c i- e E
-=Eq t.tE tt!c -i,,f i 5 ,5-q.Ei rE !€!E sS EE{E 1lG:.C E; E€AAE€EF E E
I
E
!
z
5
1,9
E6 4E iJ8 9S
frE
d:
e'AX B;,a5
e-o e?
Ac tsq
E*
Fs
!'l
EE €lt ;i
!E
H5
v ,
fl
-l
t
i
hf U
fl
E
T
E .}
I
T
a
5
$Fib
E
>
g a
||
F
l.t
tx
I
x
.E F
,q t
z
n
.F
!
I .t
iEb
AH
Ed t Ei6
#Er :tr,!Etr:EDr.-
E?!o
; PE i'sP ict
frEE F.,E
ii;-DA
Ei O!d0)
ElI &t Fts
3ti c$.
;; r)
rt ,)8E
6tE €g
t,,9
&E
EE Ora
FEH € +a 'E
e-CI E ?*a
EEE Fiid
E Ui 5'4h 5E F
$ e-E (iE!Ext
Y'= bA Ec:e.9 S
{)cli.I E.z
n
t{
()
--l |,
t)
|)
GI .'
r)
F
E
o
L
FAGE gA KOECHLEIN ENGINEERS -. )17|2894 L6i l4 3939499284
s'\!t
R \
JI
i!
F
"l
6 da
*.c 7-
-, 6
f{ rl,'1 .i{>r ^l a-Xl v1 E : l;;l.n a) r.a ' .llfl & q
:)l -d a1 =*l H*a rl Dq r< tr
ii*86 .:: :l b grr
i i;; 6*J
J..!ii * r,a
_,.: !
.-: .t
,h0
j-
.:9 ft
'* cil
i.i
I
-t !
=t g
tr.i :F
ill r
I'l
-"1
I .i a')
. ,t ,i .",8
qa
, ,.1 L
U
'j 'e
fr
g
F
E
It
{u
(J
I c
:E
d
*.9
EE !:E
I
+I +
E
;gF *5*
\o
o\
\o
.d 6
q
b^
eEs
F q .t
a
g r,-
EgEE Eocv -tu
Y cc 00
P
-t
a :>\
E$E E
E-
rrC It .A f'r od a.l
l!
{E
F-ia
!d
T ul
E
c
E
!)
EO F
06
B 7
E
n
tr
E
ho
o
l5
.tl l
e
cl x
ti E
t:
l,6D
I
b0
F tt
.E
c',1
>'
!|
'-
E,
,L
6\
z
g
g
6(
TI -
rt o
fl
Nts.a'r -g !i
';,b fg'..'
N:A u9 .il -Ets -i xH8 ;
-!g 0 : Jv) n
GE
=:-rJ 5Ef oa=F a-Ei !E €+EI ..PB
?ts3
l-L;;3s g EEB -7Ar 42q
EE!T l|ax *H E Fl-Z
II
B
ie
t!
}'g
ts.9
gu
t8 EE l,l =g;
TI
B9
iii
s{
'9-v
ex
5r
€:rs
9E
E€
6
E
l g
t .U
E
E
&
!
It
5
B
PAG€. A9
Hd
EN6INEER5
o
KOECHLEIN 839894204
o
i ,17r'2684 l.6i 14
1l Jc{'E
x.gsE E Qrap o2
trvE2>h '=^ L '-i lr
H'EE g.
f;:eE EE.g r
9p EE;,HEr Q 9.S E !,E -q "a.a !.ij|cqt g;fi8
:EIg.E4 th I .r-r)6-
.9 f; aod -"r ,-r = O
E€Eg F5g 6
16LEl 6t
Eg*E ss* E tr 9i'd ;
--F{bl HEfig r: 05 q r"vo U 9.9 c'€?"EF fi FsE i g:i$
E;f; €
EE=;arPl*>u-: o
$E hg 4I'E K
S H.3E
EE.E€$€ee gs F#ftE ETE
t=tt€
EEE;E
FgEE.E
u;EEE 'Eb,.g € "t fi E: EE I
eEEe€
E
-'a!4n
>, il
'' tr! aJ
.-{?-cA . I i;q"x
n,ar'i
r1 Ii5
l:{
r
,'.i -j : !'1 ."' i,.1
.-J
=- t2
PA6= l8 EN':INEERs o II'F-CHLEII.I il7,'27/2844 1"6: I4 ;8398982A4
Ir
3H Rf
l*is l*
q,
rE'
'!r !r
R E
o.
f,o o *
+
F
(,
I
6t,
: !q4 z
4),C^...-:-1 Ey '. 3 H EA tt !l; & a 5l ; >,=:i H+{a -. }i 4:< s U
. iiE;dp ."' 3l b i rjz
.l-':l rgCd .: ILI (,A-JBI
t!
ial I
-qr,
d
le,),:F
at t-l E;.nu
f!
:iJ
=c,
:,:
:E -tr
aa
|JE
:lU
a _t
=c!:l vi C'_i c,\, cc
'' 2 tZ -,.;cT
i:gqt
b
FE .= -o E&
=64 E EF e !E E H3 v) | c.r
E E;
= dr-€LX E s-().:F o>fi * {Js vt A ,t'
6 =B F oE a bt 54 $tJ ,= 9:E;#!? otr E IP I gE
I osl - d-a l!'t >ac ' gps
9 Ep b€g r oa .F €q d 9-E
t!,
| !!J
lB
| 0.|t;
IA
l:
(9
o
g
a
qt
g
7
d)o
60
=.=
t|€l 4 ru
Fq
il
E!
trl
AJ
-I
E
E
t l
al
T
F
a
L
a
z
.o
H
.!
I
Et
:.7
E}
&{CAL
5i : !l t d,3
t!'€x P<
:I6 gEE
FEE
= T,\E F-Dtr
t
E
o
o
E
.8
tr
I
d
(.1
;'
U U
ltt
ii
L,)
?
HE
EE
^e El
U
+t
E
;EE EU
a €(l
\A F 3
h'E t Egvr
q rl c.l t+
6 al t
E3:
= t !-..=EE"r
= c i!-oav
(.I r\r.l
a\
('-J
t\
F|
F F:
cl
F.rl
A
5'F'*
t*.1
a.
i\
EO
c..l
€
c.l
q
al
a
.a cl co
- t^
E'E g c.r r.l a,:
I
t--
ei
i 7
F z
,.u
(i
co
r\.
7
!I
tl
a 7
c/)
7
q!
r.i
t!z
6
b
et z
u,
I J
z
t!7
E^fl=F'o ct
(l F
,o t 0 f
E.f
c'
C
2
t(z
I
E
E
r-;
$q
;t
FP
:!
:a
{a
EE
Aa
.9 t Av [;s;'ia
NE
5A
'E ["*€1
I i
.E
P
.E
E
E
u
3
e
t
o !
:
)
E
f,
b
€!
E
,,
t:
I
1
E
a
I
!
Fi bE rEn
H?
= Ru* e:F ;ET 5 :. :i; E a --': fr Y-E "*Eii!,Ca
blfF .!cg >€!:E :
=gi E E ",8 .:: - .9 ,=!c EIiE €rfi$Eits !'E9E allr-€fiXE 9{rZE **:E F-f-Z>
E
-.rr
H
a
b:
a
€
d
.'
Q
PAGE 11 EI.IGINEERS o KOECHLEIN rtl,:!] tZfifl,! 1g: l4 3639898284
ds .lE
rl
I
'Et
Hfr Ol*)Cd
dF
d$
FI
I
I
q,
.5
{)c0 60 :i{ z ':it dt :-?1 -'. =f E3 .{g 'nF
'.' )=4,a
oi L >-='iil H€'iP .: tlcd F\,)g*edr
-' ,i b e.':a :=l EPES I L,.t i,1 a I q1
,; iE _ -4, ;t
{;
f-t tl tl tl tl tl tl tl tt tl
l,l
ti I lNl t.s I lFl l8 I
Ir I tor
uOg :)g
;0 Ei ! r-t d8
#'E
.i :i
;5
_ED i.c
'9'l
I 'J i;:cl =; tq -+
r ar6 -'Tii,r
3x.E '' x nl:'41,q icQ:
tl
E
!)
,)
ti tr
{
-;I
!J
=t tq
bD
a
o
x
E"E xtv
.BO
fie ao
-xt!H9
q,
FI
I --
o
F
(,o
AD
E]
{r {t
C
s .EI
t
F
-E
U
T
'ql T
L q
I
EE E.F TE tc IE ;E
a'c
E,t F\,
t1
4
t
5
z
F I
g
l!.t
e
tl
t
tt
ta ,6
E
z I
T
F
tr
r
r)5
tl t
E
O CJ
7 7
U
--E EJI Hi -eI
I
++++
L
ts-
=a
E.Eo
E F +-\g
sEg t-
el
h
t J
Eg:Ei€s xa-r oav
('l r\cJ
l\.c\
F't*'
isF'5-
cq
at
cq
tt t:!
.!
-s -l^F;Ei a g=1 T
E .l
b
v,
,.,
ct
!!
E
60 |lt
qt
*z
o
td .l)
a ,t)
c\
f{
I
b0
UD
7
7 z
,9
C.l
r)
a
t!7
ri
r 6 *ll7
E,I fz F
{,.E#gd
,47 fiE U -E'E r' rq Eq:HOA E A U.E Ii
.Ea EEE ;f i-r? i!"?;-E o'Efl i -cF orDF E->a €E -e&FE E6 E Ebe Ii $EE T z2-r13rEe €E:n!.E ** E FFz-
f it ;E fg
8E
sE
EE,
:ta Fd
gi
.di
T:
eC ET IE
UE 8l !!
EF
raI rE
EF
zc
F!'ES
9E
83 €F 6Z
!
)
6
I
1,
T
.s
P
E
f
€
E
i I
a
t
t
*I
c
e
a :
!
E
t,
t
ot)
tr
I
66
I
=!
()
q!
ir.l
o cl
i
I
I
!
ti t t
'tr,
b
6
EE al3 tsi t<!b !E
.EE v)i
ItC
E"J
E
I
z
G3
E
t
I
IE
t a
E
z
t
3 I F
u
SF Bi
-,lr*
;l
tl
f
arl
ES )4d
dF
ds
E
I
q :
. . -ott is 4 Itl e qt F ,..- -l Ht : !:l -E 7 1,= a;,3'; >'?rl o lu.:e ^. =t
!l=r!/r ;,i iQ.( E |J d*;da 'z J.l h?r-:/r:!fEaE ", it 7c*EjEl
-: i,,
n
!bD
!c :l
L\.
=9 - :,:
*- rD
t .a{
-7^ra
_b<f;"r cl:
2).,
v
E
(
iE
U
I
I
I
I
I
I
tt
,U
I ..:E;
EE,TE
U
+i,+
L
€ee o o*g 0q
1*'
h;u fEl \.)
\o +
E
3
.J
E 9r
=; E-
'E.E ! r
o-t u
ct
l*.
i.i r\C'.l
F
Esit .o
(.1
IF
00 c{
rq
e .Fa
E.!E I r"ii eJ q a,l
u
F
..i E
;z
B z
x
P.
oo
J r{+
z
?
s
v
r-\o
i l.L
1
z
z
x
\o
EE L
a.l
a) ':EJ
rx
I l-- !:!(
58.)-q'E :t tn - H s;
o-E.-+xEd
E;€IF
dr-:.>;
:i _. - a,A.T,,F E2.v JEF u=F E.'!E
Ek !a fE -i,Ev r.r L/ E EI;LL x.t t sEe ::L zz c -Eh atax st.7 >'>'a Fbz
E
P
5
I
F.i ;tt Ei
!9
g6
.r=79
II
ot :E
;€
'{, .
is E3 lr
FN
FI cl €:
Bg
ST
E+
=
,E
P
!!
ti
E-
E
6
E
c
;
a e
R
.g
f;il
;
;
Z t 6
tl
.F
!
15
I
It
f,
E
E
B
E
E g
.I
r!
tl
B
t
?
i
E
I -v
i I
$
6
E
h.
t
!z
t.
!t d
tt a
€p 19!E}[&t/]t
1|i} !!t5 -9!
iEg t Hi -EE
f;EF tr4E
-E 6 E:U trtr
h F.r
)G
.c E E>
.F 'i
lU !a
E3
t,El.6e
EE cla qTt
:'t .9e'F -r9x tJt! I
r!J
-8E€
E IE
€ud .EE
11
EEH 2,,.=."- E EPn EE{
fi'6 =Jrtrt
).
E IJD
Ei a
u F er g
[,
'(,t,
o (D
ao t!
PAGE i.3 ENGINEERS o KOECHLE IN r7!27/2nfr4 l-Eil.4 30-!9e98284
I
dR :4h
,q*
r]5 li.l*
I'I
n{
r{
aI
Ea qE
+IG ?F.5r
q
I
E
J
X^-ir
..=52
+*Hl P ,.tr| gy
.i I H FE -' 4 lJd ",il ! -=ij ll G .i .r iil !P:E |- x . }I :E E\J tll "i p;H +
, ;8 eEis ; i 3.!Fs$
r4', t)
-:?F ."idd
*U !,
l, gO
ts llil cr 5!:
,: if te
-bD VA
uvt
'& V
.ia,l :- a' |rr
-i r.l n 4E=';-|t,rr -r?rE
:v-.-..?
:J ar.l a. {
J.
*F
ra
o q,i
U
t
U
lt
F
U
:B
at I
U
a .o ;t FT
^'r E F€
(J
+I Q
al
EEE EU
t.-F (.{
.{.'8 !'A rt i',|
qi c .1 c'
?
a
I
.!
i€iu
=EFv o-t e
cl r'r]1
F e{(-r
,.{t-f.!t:
a
=>r ETE F :-A*E-
90
.a r.l
0c
@ N
*
dt
a..l
ca al 6
(*a
3,lg q
Fi
o t q
tr
I
o
E
z
6
F
at)
.!,
i
&
F I
Eb
z
h
I
*v
t{it:x
.U
F
j
'il e &
b z
an
b
F 7
,g
(\I
t F
(,
l'l
b
A
D
E
th
frl
E
E^
I
bo
z
l!r
I
F z
t(
o
6
t,r #i f',1
C.l N f']{
Crl c.l
h
E &
E fr:i 9, .6 .!t u"Ej Tt/]:,,ti =EEEE PEEi !:r!!==o.i,l>;cl?Xs:H
agju !t!z YFF .!E ts EE 3&fE .AF s
tEs Lt .rr g EE i Eii €Elr fttx erJ=**
=FFZ
t .E
!{
o €
CL
g
U e
t
FE
gr
Ef;
9;
E5
!i Ert
n't :.F
d,E
!r,.i, 6
.9V F9 E!
H;
ic
EB
TE
EC
a
9
E
F
v t
a
JI
I
iF
!a
E
4
x
I
-
F
E
E
E
E
3
g
a
E
a g
sg
gH
i=
gE
>.1
uE
;EE
1{ -O g 5PH .|)F t : bo5 :: EF p'd '=?E+,!{u
FT 'rYE 5H9
etE5&'! t.E .9 o 9Et
Cr--=-3b:E.i Y
rEdi;;:'6 >.o t
X
u
H s
6
l-t
B o
g!
rI]
,./
E.
IJ
I
A tn
l,
2
E
,E
&
B
PAG= 14 ENGII.IEEE,S o
I.:OECHLEII'I e982Eq
o
30:9
'.{ai
g
Fl tro'{l d!Fi S
.fl r*
tsl 't
I
'.:fl2
- "71 ()
* .-l c 3 I 7 ^J C .Y '!.! il . aF z 1ie.='_{ *- =:l E a,F ^.- -..11 .=r/- tr .r r{ E\J il o, * li --:- 3E I'i-F ; q bE.:i E A: C E 4
*
.L?
+!
ArA
ql
r. cr,
i*u
i;i a
,r:: B ,,-a
-ei
;€
L
-t !l
H$.q8
-{t
ls
= {'t
i:fl.l
-i..-'' '. I ='2.*'.?
>-
tt)
I
U U
:tt
-.9 :t c'-!di
U
++
ggs
=9
n
-'B L:dis i':;
i>.
x
.t
EP-E;is I O O-
O*E U
lo co
I
=>.
!5i s E'
cl ry
8,i g
id
T
ll
'El
\l
ru -i:(i
t
H '1 z
.A
ru
E
rh
,{.y
r;
z
U}
{,
o
F z
Es t,t a\l l_'a.l 4 c{
Fg
ilI
qa
'A :ta IE
;:6 '-i !EA
F4
Y:!E -!
Eb
F!
!H --';ir
et
Ei
;E
[9 tu !!tsz
.E
c
7 €;E_&u.^
5-IA:
E+1 -uc:.;HXFS .EJE:.il>;on..:{t AzZ -EE7 rEa u:]F E->o
=E f3 i.Er
''l 9i tsE!Iti;.EET t92 iz i
CE rix Lg.7 >1 }'.f-?Z
'a
h
?
E
a tll
.z
I
a
E {
E
c I
E
cl
E
d ?t f
e
E
i
3 i
3
E.
L
.E
I
z
F
-3
f,.z
e
a
.38 E{Ei T/'
0ht
Ec E T_
Tfli ,{31
=-E 5
fi3E Fr}E
-at c
E HU DN
SE
F$
oB zrr;
,E *3
SF
XrE va
e.1
EH 3b
fi d
ir.!.: q1 b*E6
.xl EA R..:trEi
BEx
HE E €'a E gF;
-83 d;E E !,4
-,E e
D 6=885
3
fl 6
v
I
E
fr a
l-
d ,-
I
hn
E
{}
D/{r:tr I E ENGINEERS o
I.'*ECHL!IN a9B2 o
fi!t-t7/7n44 1E:1.1
"{&l
Eil '61
s:'vl F
''rl F aE gq
5t
I
I
l'
J
6
90 i.- F *Es n ''3lD '3i x 'rH J{
"gE E -, -:l _q{HET ', -g gE
,, r_ $68 9 ; E.E.F (r'avr
jx3
',gt .id,A
p
"E IE !s
6! t-ts-t'l 5 t"t .it
f,q
EH
!2 !:ta
I lr
ott Et {i
"qs
-ilR
1 llt l"
0)
c
=
sQ (lr-
;2
EB Jrl1
lj
,9
E
at I !{
E
at
=
!J
7
E
E.
!JX
t/1 -r. bo FtrEl-e g-q$ ..r'
fi:in X ': E -E3P
-)Ft gaF
>o it
EiL +,E !z
EI !J 'E r-ht3 D6 ri g
FEE r:tc.77tr
FFN lae:*H E FFE
FF :9 !l{T;
ll.!'E?
G;tg gn v6
E.o
gE
:!E8 EF '!:gE
,,!Hr
5.C
Ir
ES
FT 8:
TE
.Er
!,!I eE Itt 'er
;t i.c fri
Ei
n
€
E
F I
5
rl I I t
E
F
B
!
E t
s
5 t
a
l
a
E
PAGE 15
s
P
F
!{
ul
J
!)
tl l
E
,'r.l
t
I
I
L
S
I.p
ral n
;$lq
ci
a\l
{)!,
TA
,i)E &
rl
a !l c
il
E'q LI
Frl
Gi;
E'au ;t zo .EH
€E EE €r Er
-l ET
P&€r ni '[E
?E J.g .,2a :
=!sF t?iJ 3nf;:i:Es
-.F5 Enfii EI Btr
g
E
.0
E
tr
D7/ X7/ ?tstsrl 16: L4 383989829q
:r:
t ,Ef, E 'f i fi s_ g
llE *
ct -!l >.:flH8"PJE Ed E
i g$FF
i.d' .ai
{ gac
.iE5
r., x
-_, hl,
:* Gl c.'f;.-5
-.. t,r
,'i)
xta ", EI
:
e,,i c.l 5t\l,t !.: dE :D
;J UX
, Y rE .-_' 3.-
- * a-r ' frl n, |l.
E e I
o,#€J Ets .8t q3
AE riEt HB.F :EF .iF
_
go'
rt rr34 .Eo)i€:
E $ f;E EEE ! i Eg
FE!i
si ls It
g€
n.n
E!6E rt
tp
Ed :t l!n
fT
Eh !$E-ei !€E *E8 ii.?!? F
F€F rdE
=Io !:,c
;xe gEt
gHE
ip,E :ri 6 iit
a Fa
I I
2
E
t
3
t I
-!t
I
t
!*E
B
P
I
i
F
E s
I
L
a
f
.,8
0l
E
F ?
d
Ern,:tr 1 -l KOECI]LEIN ENGINEERE 3833898204
s
t x
R !t \
nr
E .i
;P
Irl \
&
.8
E
E
)4
F
i tEE;st ",,u-
|EEfr$E B -;f, q lEr;;€E
;EFFg,IIiEEgE
' i g
lEgiiE€
IgEEEEE
IffE$FE
, $ IFEuHE!-,E t*; j HEE
r j
|gEEFgF :: lEEf
EEE - rur i;!E
liE;sE4
II E;EEE :, lr $EgF€
4 g l;f FFea
'illlgg{$gg
-
,Ec€€= F
&Eg k ;'+ *
Eix A.lE P qT 6 o t3 .E clJit € ftE ! E'd
Icl0
lilr Ea€
FE$Ef E EiE ;EE
E-4ff;i.EE E
* r# E -rht Ef,i.-e
EEFs
E$:gE 5 gS H
l6
It to
IE
ta
o
17.t u e
=g
vl -
4r
H
U >
d
E c
EO !
=q,
IT
il cl
q
il !l
H tl
ed T'EI zo TT
.E EE EE
E
a
Et | .:l .rk
ET 8t t9 *I d
EETE giHtr
EiEi
EE.IE tr Etr
d €
r rt
!.t4
t
E
E u
,E
4 L
E
KOECHLE]N EI{GINEERS a7 / 2v t2644 ].6:14 3039888264
t.
\e,
I
$
rd
q)
f,{)
u
E
F
rl
st . r:El ',: I -r{:i;Fj gE t.t
,, HEg ..- r:t i, i9 II EE di.,92^
i5$$E
. ',. c,ri'b-3;
,!
- i::
.na
:b
i=
I
I
Ir,
,tr
-t
r(
g
'!
.-- a.l !at :an r-ts ' l-1 .^.i 3o .- t-l -
+ EE
- .-rt - il
.. -U gr ir"
E
F
E o
f.,l
2
I
E
f;
E
,
c^l
7
ta
R
E
a.l
ct 7
ts t
E
ct o
E
c.,
7
ta
6 tt)
E
(..1
7
E
x
A
a lu
E
a
s s'l EI
^eI
A o €
4A 9\6 g\
tl
i:
iEs g€-I f't 11
r-{n
FgE ta (!t.\}q.,l q
F I
a I q
$$e'
Y .i
!a
EsEE T-
c.l l\l a{r\l-{
l\I N (\l a\
I
F'88 "?
,:*
E N
!t
a
5
.El
.a
x I ;s Erg .Eb :E ao
&Jt
!!? 6
Rfi
I
,E
b
E
€
.::
F
h
-{nB AEJ Eil
Fi 'EI +?.u!
E
E
x
9.,riE
Eh
Fq Fe €s
il t _ut
_ct g
8
Ec,eg
jl tl
88 E!ET E'(ls
E;
16 -9
|/|={!
Ei i \e F-
a,e n
g
R ..;{i E5 Eb J*r !l H F#,.i E AUD
Es 3 Frld $:g EE : i -E E .E f,.E EEE i i Hg 2 E Ei !rr:c E 9 Tg $ $ ;E
c4
EI 1l i;
t!Ln
EE
rg !i
.F.!IE
rF]g
i!gc i;'62
aui
5rE :it
l$l
.: E !EE
EJ€FE u
!iE lH6
e.6 E
F n'F ils
5 $-E
6
P
a
I t !
I t
!
T E
t
I
T
I
AE \., ,!iE rg g5 zo Ei
!E !i .Ea I -i
€E €E 'EF RJ 6i E:Eg i sic€
iIEI
EE!i r:EE tr Etr
9
5!:gE
*ut :.8 q tt bo:.-'Ea
E#t uii x I d€E F!.E E€E*t cEi E *.!j EFE ,gE.E E.EE
FE ;
iqE
pEx
fi Ee
Esf gEHE
EfEE
G
E
t
c
s
g
!,
.a
G
.g
o tt c
PAGE 19 KOECHLEII'I ENGINEERS :.,7 r 27 t ZflBA 16: L q 3E:9890204
t q'
F
R ;f \
q)
It .s
lrt
.::
A:
o
(J
9t v v
+
7
'2 ::-j ' *
cl
i{,q 'rAFI EI q=
6E E t t3) E
i$Fgs r{E -' - .9.--rE e6
:,b ll tFc
;r
,: ql
i+o lE
*.t
v:t
e
*;
€-! f1 _i e{
9{
:i.dX
'-n,ri " -$ a!* ;5 roE i J ou
lr
.>'
it
c.l
z
h
u
tr
nJ
E
7
a\
A z
h
E
a
.9.
I 4
-,E gE
^"E -6
\o c g\
I
|e
t;;gF g6*
q
SFE t-
o\
F
B
I I
'.f
g$e'
!+
i5i8
E
r\a.l f{f.,l
! €a
'E!-E E -99 td
{r
.E t I
bo E -
u"
ri C!G
ER --6
.8il
5€€*
Ji fi mF
o0
6 E
t
It"a
aa !!E
Eg ,Eh rl 6!EJ
,fi$
fiE
3t n ?
$*g-
,r( ..fiH 'f-.- €.gE
E.i,-Y X .:t H E, I EEF
- rlt .l
E$
lt s?E.T
=|,
= I -i E E HE ttsE rLvts!* t tf c E ai ? E ii $ $ EE
I
tE l!{l !r
I{!T
EE ol
!ll ?{
ET
""I
E?:l
gI 9t
t;'6ts E'!I 9-EF
,F6E
:!,t
.E .t T Erf FiE i;E E.I:
EiE
Eti 3He
{fE
P.:
I.E.F
EE!
.-,
'=
':EE
rD-
.Fl G}
=>F.;
o-t
b:>.=
'42 ttr
!r, €
EE.'A vt
tr!l
9eo
L..=
.ri u
9bc fi';9 ,s E;
=! a)ilgt
F€ -g Ei il EF E lll .ro g.-'!3$;$ ;.lt
ta)
lo
lB
tg lo
e
|l,
t
E
c
Q
E l)
F
cl
!,I
60
o
tu
rr
&ttl 4
tu
ga ll tl
E
iE EI zo Eg b,=
tt TT .Ea !g
!
€E i.r EE 'aF
L&,tf) L T;
=! F
EFT!Itr!?EE!E#EI FE.E=c.alE U EJL
E
T
ti
H
PAG= 18 I.:SECHL-]N ENGINEERS 10:9a982rJ4 ?'? il7 i 7g|:1 lE : 1 4
I
I
t"
l€"i t
=\
J
!)
i.)tl
M
F
j|"-
c)
.T
;!
F:
it n'
-:t!l i 'a,4 :n!l
:!: u .-r _v e
-:-.iqF - id-s 6 qJ 4^u,4FrU ': ;;'q'*\'uau>L
-.:- J
r' !.
.; .7
r
!
. olr rl
tt
.'1
v -:{
- -rO
'i R=
:t p- a.
A
I
a.l
2
li
u
F
E
)
("*;z
lr
.l
ta .v
E
-3 E':
[[
^o!
U
s,n
It
h
!r-
iEs o oe Ee
..!
5Ee
a-t--
a
d
EE;-.5.gEs EO cv
O-E U
!-
EAEE
E
JI a'l ,l a.l
F,ig F'
+I I
rl
J
h!
;h
z
E
t
AD
bl E}39
F€z\
c1!
'5 7z
&-r
n-:
3s t: Z,
c,l
c
F
L
I a
7
€
E 't
0 ri
t-
U
D'F.I
E H$u,5 E:
oE
€E iE
o
I
EE
ort i-E
lti (,.
Eg
JA o! :l q-EI
!al
.cr EL EE .{.e EE
3.8 aa
zz
EE ail
.* .*
g€$
{;C.
gI
!E Ir:
iI
-rs ti
:'r F!
€!rt!
XE
p€
Ee
:il r!4
.Exg !I-€
,T : T E r!t
Fi r E: E
XEE I!3 EE E
ECE E et ggt
!E A g.! I *F f,uE
E.!,8
EEs
u
x
E
t
!
x
6
I
F
I
11
5
I
I
Project Name: RAD FOUR ADDnON
Project Description:
Participants:
P.O. Box2177
Vail, CO
81658
License: 290-8
ProjectAddresst 4475 GLEN FALLS LN VAIL
4475 GLEN FALLS I.ANE
Legal Descriptlon: Lot:7 Block: Subdivision: FORESTGLEN
Parcel Number: 210112313007
Comments: See conditions
Design Review Board
ACTION FORM
Deparbnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 fax: 970.479.2452
web: www.ci.vail.co.us
Location:
,r-#
DRB Number: DRB040363
EXCAVATE CRAWL SPACE BELOW GMDE TO CONSTRUCT A RECREATIONAL ROOM WITH AN 8'
CEIUNG.
OWNER RAD FOUR LLC
228 BRIDGE ST
VAIL
co 816s7
License:
0712912004 Phone:
APPLICANT Nett Design Construction 0712912004 Phone: 970475-5551
P,O. Box2L77
Vail, CO
81658
License:
COI,ITRACTOR Nett Design Construction 0712912004 Phone;
Motion By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
Action: APPROVED
Date of ApprcYah 08/16/2004
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(PI-AN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
oo
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursud toward completion.
Cond: CON0006615
That the applicant performs no exterior modifications to the structure without
further DRB approval.
Cond: CON0006616
That the applicant provides a construction staging plan to TOV at building permit
application.
Cond: CON0006617
That the proposal meets all requirements (egress) of the building code prior to
submittal of a building permit,
Planner; Matt Gennett DRB Fee Paid: S3OO.0O
tl o
Team Questions? Call the Building at 479-2325
IOlt\I
Depaftment of Community Development
Project Name: R r t;Y Sss,rlr-'., o t
ProjectAddress: 4t!7{' 6r.rn, 8 .., /n-r= , ,'*rt ,' u
r' This Checklist must be amoleted before a Building Permit appliation is
acEDted.
q/ All pages of application is complete
l/tt { nas DRB approval obtained (if required) Provide a copy of approval form
illa ,C-andominium Association letter of approval attached if project is a Multi-Family complex
/ Complete site plan submitted
Nha Public Way Permit application included if applicable (refer to Public Work checklist)
y/to Staging plan included (refer to Public Works checklist) No dumoster,oarkino or material storaoe ' allowed on roadwavs and shoulders without written aoorovat
il/n Asbestos test and results submitted if demolition is occurring
u/h ,Architect stamp and signature (All Commercial and Multi family)
d Full floor plans including building sections and elevations(S sets of plans for Multi-Family and
Commercial Buildings)
illrs window and door schedule
.d full structural plans, including design criteria (i.e.loads)
D/ Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
,{F a Soils Repoft must be submitted prior to footing inspection
/e o Fire resistive assemblies specified and penetrations indicated
,l ll o Smoke detectors shown on ptans
dl'" Types and quantity of fireplaces shown
Applicant's Signature:
Date of sub
\Wail\data\cdev\FORMS\PERMITS\BLDGPERM.DOC
neceived Fi:l
8'( r: 6Y
04to2t2003
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Department review, and a review
by the Building Depaftment, the estimated time for a total review will take as long as three (3)
weeks.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this depaftment to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame, I also understand
that if the permit is not picked up by the explration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for.
Agreed tooy: B -i7 5,,-o,*n-/t/orl- /rstcu,,s (n);rrzucro-g*
Signature
i?rte. T !-9r*a-o""-/,
oate, 7/ 28,/u 4
Project Name:
F: everyone/forms/bldperm3
o
WHEN A "PUBLIC WAY PERMIT" IS REQUIRED
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A
"PUBLIC WAY PERMIT":
Is this a new residence?YES NO r/
o
o
o
LI
tJ
Does demolition work being performed
public property?YES
Is any utility work needed? YES
Is the driveway being repaved?
*or,rfij:2rf the Risht-of-way, easemenG or
YES No-{
NO
Is a different access needed to the site other than the existing driveway? YES NO
Is any drainage work being done that affects the Right-of-Way, easements, or public property?
YES NO t ,/'-----v-
Is a "Revocable Right-of-Way Permit" required? YES NO
Is the Right-of-Way, easements or public property to be used for staging, parking or fencing?
YES NO v/
lf answer is NO, is a pa;king, staging or fencing plan required by Public Works?YES NO V.
If you answered YES to any of these questions, a "Public Way Permit" must be obtained.
"Public Way Permit" applications may be obtained at the Public Work's office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
Works at 479-2198.
I HAVE READ AND ANSWERED ALL THE ABOVE OUESTIONS,
Contractor Signature n
Job or Project Name: K r rl-
Date Signed:
r a fic'r -?e
Company Name
F :/everyone/forms/bldperm4
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED
[/ Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
6 Notice; Abatement: The Director of Public Works may notify and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
o/ Summons and Penalty: As an alternative to the notice for removal provided in subsection I above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
Q/ trtotice and Penalty: It is unlaMul for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-3A-1 AND 7-3A-3T PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
d No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(1968) g 1)
(/ Whenever any police officer finds a vehicle attended or unaftended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of Wventy four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1L02, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) g 3: Ord. 28(1981) 5 1)
I have read and will cornply with the above code provisions: 4 I
/3 r i,;!.t11
position or Rcf ationship to projcct: ( g lfea clal=-
Signature
F :/evcry(nc/lbrnls/bldpcrnrT
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 816s7
970-4'79-2138
Job Address: 4475 GLEN FALLS
Location.....: 4475 GLEN FALLS
ParcelNo...: 210112313007
Project No t Prto4 -o>7t J
OWNER RAD FOUR LLC
228 BRTDGE ST
VAII,co 81557
License:
CONTRACTOR AVALANCHE ELECTRIC CORP
P O BOX 2715
DILLON, CO
80435
License:188-E
APPLTCANT AVALANCHE ELECTR]C CORP
P O BOX 2715
DILLON, CO
80435
License:188-E
Llectrical--------->
DRB Fee----->
Investigation---->
Will Clall----->
TOTAL |T[ES->
#*rru*r oF coMMrrNrrv orvs,-ollENr
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTzuCAL PERMIT Permit #:
Status . .
Applied.. Issued.
Expires .
Phone:
LN VAIL
LANE
E04-0258
6o{'o++t'
.: ISSUED
. : ll/0912004
. : 1l/10/2004
.: 05/0912005
r1/09/2004
1.1./09/2004 Phone: 970-468-0249
II/09/2004 Phone: 910-468-0249
Desciption: WIRING FOR BASEMENT ADDITION
Valuation: 56,000.00
s108.00
$0.00
s0.00
s3.00
s111.00 s0.00
'Iotal Calculated Fees-->
Additional Fees----->
Total Permit Fee---->
Payments--------------->
BALANCE DUE..._.-.>
Approvals:
It,CM: O6OOO ELECTRICAL DEPARTMENT
1,r / 09 / 2004 JS Action: AP Item: 05600 FIRE DEPARTMENT
CONDITIONS OF APPROVAL
Cond:12
-(-"*P.9;l-;..11-lk?-.II:lgq:*.9$--l5*T..T.l9J.1l|l.Jlg.S,tlP.c5--T-9I-.99P*.T--g9lu,.l.llTI9*;***********.**."
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable thereto.
'479-2149 OR A I CU JB OFFICE FROM 8:00 AM - 4 PM.,/'/.i----.-<7.<__-
SIGNATIJRE OF OWNER OR CONTRACTORFOR HMSELF AND OWNER
,t*+ * * t** * *+*+*** * **1.*** * * * i*+** * * ******+ *tt** *'r* ***+* *** +** ****+* ***** *'**** *+*+******* ***++ * *
TOWNOFVAIL, COLORADO Statement *:*****+*** * *** *** ** * * ****'t******+***+* ***{.**+*****+ ** *'}***+ +**********+ ***** ***{.* +* ****{'1.*'r*
Statement Number: R040007097 Amount: $111.00 lI/LO/2OO4AB:11 AM
Pa\rment. Method; Check
Construction 2428
Init: DDG Notation: Net. Designs
Permit No:
Parcef No:
Site Address :
Location:
This Payment:
EP 00r.000031,11100
wc 00100003112800
E04-0258
2I01-1-2313007
4475 GLEN FA]-,,LS
447 5 GI-,EN FALLS
$1_11_.00
T14>e: ELECTRICAL PERMTT
LN VAfL
I.,,ANE
Total Fees:
Total ALI-, Pmts :
Balance :
$111.00 (111 nn
s0.00 ***** *+** * *** * *+,1*,! ** ****+*+ +**:l't**'f** *++,t*+* **.**** ****+********+ ****,* * * **+ +** !* * * * **+* +**,ft*{.
ACCOUNT ITEM LIST;
Account Code Deseript. ion Current. Pmts
TEMPORARY POWER PERMITS
WTI,L CALL INSPECTTON FEE
l-08.00
3.00
Y,2AaAY AVRLRNCHE ELECTRIC
APPUCATIOOILI NOT EE AICCEPTED XF TNCOMPI*#1*"-'" PA+qV -O',2S
Buifding Permit #z 6 Q/; aHA- ^Electrical Pemit#: 'oY -o" s j
JA 970-479-2t49
75 S. Frortage Rd.
Vail, Colorado
COMPLETE sQ, FEET FOR trEW BUILDS an{ Valunnons FoR ArL oTt{ERs (labor & Marerlals)
ll/ --LLL
**f* G* ** *r**** ***r ** *** * * t**** * **** r***FoR OSFICE USE ONLV***4-l* *******l}r***
N0.545 P.1,/?
-HEEEIVED
NtiV r:i 1
TOV-COM.DEV.
Phone #'si fio-lQtaaYT
AMOUNT OF SQ FT IN fiRUCIURE;ELECTRICALVALUATIONT $ beO. eO
Cpltact hgle CounU Astrstr,ts Otr@ et 9.or for #earce,* 2l(t t l AS t
lo t"'"' R I ., Ad&,|*',
a-
I
I robAddress; ,lqzt /n, F"/b L*g
Legal DescripUon Lot:Block:
I
Filirlg:Subdivision:
ownersName: tkt&HdAMdress: u1fj 6fiffiffi Engineer: /Ttuo{urrut.(- llMdress:Phone:
Detailed descrlption of work:
t,tt
F/cofrucn/ tz'ttrznr z .t/-.2 ', t U.+g'Wcl'
i
A//,'h;,"
WorkClass: New() AddtUongq Remodel( ) Repair( ) TempPower( ) Other( )
WorkType: Intertor PQ Exterior ( ) Both ( )l Does an EHU exislatthis locauon: Yes ( ) No ( )
TVpeof Bldg.: Slnel+hmilylQ Duplo<( ) MulU-famlly() Commercial ( ) Resburant( ) O&er( )
No. of Existing Dwelling Unlb in this building; I No, of Accommodation Unils in thls building:
Is this oermit for a hot tub: Yes ( ) No (l)
Does a Fire Alam B<ist Yes ( { No ( )ooesE Fire Sprinkler system Exlsil Yes ( ) No (lg)
$VsiMrts\cdcf,\FoRMS\PFR Mll'.S\El,F:CPFR M.nOC
NOV. 9.2AA4 rL|A?An
ruril
rj tn mutU+imily dwelling Uni$, no elechical Wirlngl0r feeder Cables Snall pass rom one unrr to ctruurtrr
walls and spaces are iccepted' i o rrirq fuOiu (iromexl ts not anowed in commercialiUuitUtngs of structyes exceeding three (3) storles'
J ruo ,r" of ilumtnum wire smaller than size #8 !{il| be permitbd wlth the Town of Vail'
I have read and understand the above.
AVALANCHE o ELECTRIC N0.545 P.?/?
o All inshallations of o<tefior hoi iubs or spa's rhquire a.DRB approval ftom planning. This applicauon will -
not be accepted without a copy of the DRB Hpproval form at6ched (if appticable).il q ff this perm'tt is ior installation of an exteriofrhot tub or.spa on a new elevated platform or deck over
30" abbve grade, you must also obtaln a br.iifdlng permit'
I
u if this permlt is for installaflon of an exteriorilhot tub or.spa on any o<isung deck or elevated platform,
a structurat engineer must review tne exijting condftion.and.veriff ttrit u will support the added
concentrated toao. piejss provlde a copy Ji trre struaural engineers wet stamped letter or drawing
with this aPPlication.
i
o lf this is a remodet in a multt.family buildlnfi with a homeowners association, a letter of permlssion -
from the association is required
i
o If this permit is for a commercial space, tu/i (2) seE of stamPed drawings are required.
I'
If you have any questions regarding thdlabove inftrmation or have additional questlons,
;iJ.* iontaa irti rown Jrva-il Ercclrrcaf ilnsPector a!lT,A2'?!!f'Ll"-i:tl-tffiiti::
i#ilffiu.rJiv, mursday and Frirtay,mornings between the hourc of gam and 9am. You
mai afso feaye a voice mail and the insp?5tor will call you back.
Date Signed
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL. CO 81657
970-479-2138
Qrn*rr"o,r oF coMMU"rr" oru?opMENr
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M05-0007
Goq-o? tG
Job Address: ,1475 GLEN FALLS LN VAIL Srarus . . . : ISSUED
Location.....: 4475 GLEN FALLS LANE Applied . . : 0tlt2l2Cf,6
Parcel No...: 2l0ll23l3007 Issued . . : 02l07l2ms ProjectNo: pqto\-o1t& Expires..: 08/06/2005
ot\tNER RAD FOUR rrrJc 0I/L2/2005 phone:
228 BRIDGE ST
VAII,
co 81557
Li-cense:
CoNIRACTOR PITITMBING SYSTEMS, INC. Ot/12/2005 phone: 970-390-7763
P.O. Box 3 879
1058 Wildwood, #2
Avon, CO 81520
Iricense: 236-M
APPITICANT PLIIMBING SYSTEMS, INC. O!/!2/200s phone: 970-390-7763
P.O. Box 3879
1-068 Wildwood, #2
Avon, CO 8162 0
License: 236-Vl
Desciption: INSTALL A HEAT RECOVERY VENTILATOR
Valuation: $2,500.00
IlTtll*lf-"*x1;*********xr*lt*"**********J******----------f-:lf"#go3ffiofly # orcas Logs: 0 # or wood Pellet: 0
Mechanical-- >
Plan Check-- >
Invesdgation- >
Will Call----- >
$50 . 00 Restuarant Plan Review- >
S15.00 DRB Fe€--------------------->
$o. oo TOTAL FEES---->
s3.00
S0.00 Total Calculat€d Fees-- >
so. oo Additional Fees------- >
g78. oo Total Permit Fe€----- >
Payments---------- >
BALANCE DUE-.-..... >
$78.00
s0.00
$78.00
$?8 - 00
s0-00
ot/3L/2OOs eCD
Item: 05600 FIRE DEPARTMENT
Item3 05100 BUII-,DING DEPARTMENT
Action: AP
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAI{CE'
Cond: 23
(BI.,DG. ) : INSTAI.I,ATION MUST CONFORM TO MANUFACTTJRES INSTRUCTIONS A}ID TO CIIAPTER
10 oF THE 1"997 I,MC, CHAPTER 10 OF THE 1997 rMC.
Cond: 29
(BIrDG.): ACCESS TO HEjATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND S8C.1017 OF
THE ]-997 TIMC AND CHAPTER 3 OF THE 1997 IMC.
Cond: 32
(BI,DG. ) : PERMIT, PI,ANS AND CODE ANAI,YSIS MUST BE POSTED IN MECHANICAI. ROOM PRIOR
TO AII INSPECTION REQI'EST.
Cond: 30
(BL,DG. ) : DRAINAGE OF MECIIAIIICAI-, ROOMS CONTAINING HEiATING OR HOT-WATER SITPPLY
BorLERs SHALL BE EourppE" rll" A FrrooR
sEcTroN 1004.5 0F THE L997 rMC.
DRAIN PER SEC. 102 F TIIE 1997 UMC, OR
o 20
i,|{r't**{.:|***d(*.t**t!******{.***|+t|+*++**i.++t,t,t*****'l|.:|.lilt!**,******'*,****:t******+il|}*:|(******
DECLARATIONS
I hereby acknowledge that I have read this appllcation, filled out in frrll the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOTJR HOTJRS IN ADV BY TELEPHONE AT 479-2149 OR AT OIJR OFFICE FROM 8:00 AM - 4
PM.
TURE OF O OR CONTRACTOR FOR HIMSELF AND OWNEF
tt'
***** * * *** ***** *++** ** **** * **:1.** * ***+**,i,t*+++******* ** *'*:t************** * *****+ +*+*****+*f* * *
TOWNOFVAIL, COLORADO Statement
** * * **** * *** * * **'t** **** ******* * ******** * ***+* * ***+ *+*++ + ++++****.*:* * ** ******:l******** **** ****
Statement Number: R05000010G
Payment },lethod: Check
Systems llrc. 256?
Ajnount: $78.00 02/07 /200509:59 AM
Init: DDG
Notation: Plunibinq
$78.00
****** * * *:i * **** ** *++** ****** * ++++ * +++* ************ ***** * *** ** * *** ** ** * ***** *****+* + * *+ + + +***
ACCOUNT ITEM LIST:
Account Code Current Pmts
Permi.t No :
Parcel No:
Site Address :
Location:
This Payment :
MP 00L00003111100
PF 00100003112300
wc 00100003112800
M05 - 0 007
2L0Lt23L3007
4475 GIJBN FAJ.'IJS
4475 GI.,EN FAI,I,S
Descript ion
TYPE: MECHANICAI PERMIT
I,N VAII.,
IJANE
Tota1 Fees:
Totsal ALL Pmte :
Balance:
$78 . 00
$78.00
90.00
MECHANTCAI, PERMIT FEES
PI,AN CHECK FEES
WTLL CAI,I-, INSPECTION FEE
50.00
15.00
3.00
AppLIcArroNl,-. no, BE AccEprED rr r,r.o"rrril*#irr"-p/U
0 q- oz > I
Building Permit #: 6a't ^ o)/6
MechanicalPermit *: lA0f- -A 0d)
970-479-2149 (Inspecti<ins) '
MWNOFY/IL
75 S. Frontage Rd,
Vail, Colorado 81657
Permit will not be accepted without the following:
Room Layout drawn to scale to include:
Vent b^'[ ;]* i
" I I
lrri'j t
, r: !,-i
;l , i,1,;
,ifi nF\/
tr
CONTRACTOR INFORMATION
Mechanical Contractor:
F/u.-,/,," r,fr, r/c-s 7'<
Town of Vail Reg. No.:
x, 3( " -N\
Lontafi ano Pnone g s:\t- 4r,*. 32o )763
E-Mail AddresS:
Contractor tnry &*.t
t'-;.
MECHANICAL: $-P
COMPLETE VALUATION FOR MECHANICAL PERMIT Labor & Materials
****:*****x**********x**xFoR oFFIcE usE oNLy*****************************
Contact Assessors Office at 97O-328-8640 or visit for Parcel S
Parcel# I \O\ \23\ 3cjo--)
nnNanv) / /t-<Job Address:
Legal Description Lot:Block:Filing:Subdivision:
owners Nu*.,74^-l ,t. /tx, llAddress: 2)8..i/r, {' ll
phone:
Engineer:Address:Phone:
Detailed description of work: f,.t,r,t*.t/fr ,,/*'rf ?.tcrt.7 /.2.'.-/'iafu
Work Class: New ( ) Addition ({ Alteration y') Repair ( ) Other ( )
Boiler Location: Interior (..f Exterior ( ) Other ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg: Single-family ( / Duplex( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
No/Type of Fireplaces Existinq: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burning (
Noffype of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No (
\'Vailtdata\cder\FORMS\PERMI I s\V l-.CH PER M.DOC -v?)
R€T'
o
A/FflD lnltormrtbn
804{X116
RADFOInLtC
Reanrbd lmoroilodrl
hmr e0 BUXlSlnd R.erraSG f.Ltoarurcorr Co||ln.|S *flcrlS€6{3
%ffii JMonDRAootl
lbnr 3O ELDGFn lu17M
Com|t|iilr:
lnapccton fi_cqqqt
R.$nsbd InrFeeto.!: UU.dn Edry,InrF.cfon&|!: JRil SlttArldn$: 'L75CI.EN|
aBr.[t"o
TXnr Exp:
a475 oLEt{ FAu.rS
subT6: A$n $ris: ISSTJED lmpAne: JRM
R.qu.c&t ntnc: 0l:00 Pif - Plpm: .o1. 97G38D46.13 c.I
Ertndry: DGOTDEN K
v
Acttufhr
Corl3t TyFa:
O*nd:
ADDlhrnf Cdtrdr:
D.ccrhdoo:
hb&e:
l.lolhr:
Nolh.:Co|rlrnt Com|rrt
WIt tl t)w( u^nrvA
f tms.odmHbbri\ L-JAI
t5n: {0 BLDGFoodnqstSilIl - Aporowd " I I
""Hffi-Xffi:
GcD " A&h: ^PAFPRoT/Eo I I
nnm: 2o er.-oil?oiinrrtbiri*r ---lpprornd- V
l$01/0a llr!.doc cCD Acflon: llOl,lOTlFlED Conn lilr; C'^lrcELED 1{v130{ h|c 6r €CD ftilon: APAFPROI/ED
102&04 ltlgr.Or; Ari Ardon: APAPFROTGD
Colt|dtenb: APPNOVED FOUNDA.TION E1EEL FOR FOTTION tr FO|'iNA.IION UULL AS I}DICAIED I}I
COLOR ON APPROVEO SETOF PTAI.IS
7*
l.Lt Oo.iqn Conrtucilon PtFm: 921476€561 tLtO.dilComttrildl
EXCAVAIE CRAIU. SPACE B€LOW GRADE TO COi.IS'IFI'|CT A RECREA'IIOMI ROOM VUTH AN A
APPRq,ED PER JRTT /MC. JilOiIDRAGOIII
SuBlfrTlED. APPRoI/EDAt{OlN REIOAtrlD FlL"E. - @EiEl(|.A
ROI'TED TIO..R, IIATT CET$ETT. JSUT}GR
CEtLll'lG.
hfIERIOR
I,}DERRN
lbn: 50 BLoeheuhtbn tbm: 80 ElDe8h..bocklh|l llrm: 7! EtDO{nrc.lirm: I BL"OCFfrl
7!$lbm: 22 Pl.All+C8i.Phn lbm: 5&l PL.^N-FlMtC/O
RSPT131 Rnn Id: 2967
o
r;rff _ '"ffiflH13$a,'#"r Pegc4
Rrqui|bd ln$GctDate: Tueottry, F.brudy 00,2005
'*ffiffof$:i ffr?*n. * r,vAr,-
'trl?t Gl-Ell FAtIjS LAl.lE
ArF[,lrilenneoon
Acfidu: t{Fom7 DD.: SIIECH SubTrpe: ASfR Stltl: ISSUED Con{TyFr: Oocr$.ncf [Fr: h.pAn : cCO ffiiTf: RAD FOIJR LLC
ADplc.nt PLUMANG SYSTElilg. ltlc. Pfionc: 970!*n'7789 coitecbr: PLtnffilNGSYSlEMS,ltlC. Plronr: 37$3S77&l D.sqrbn: iI{STALLA}€ATRECOTERYI'ENnUIOR :A 4lt : tl tl-"
(.)
fbmr 390 |fECH.Flml 1 ( - Fcquccbd_llmr: qlt-oQ_eu
n \t ,A ,J
{\LI r
tl
neqtl.|bc FtqrGNegYglEltrt, lilc. Phom: yto-3$77€S
Corimcntr: wlc.l307181
Ascbncd.To: COAVIS _ Enbnd ry: OGOTDEN K
A6ilon: _ Tln Erp:
lrcpGtonH]roont
ax'
3r0
3t5
340
3in g
3ff)
lbffi:
lLm:
l?.m:
lbm:
ibm:
Itcm:
lbm:
fn
REPT131 Rtm Id: 2E65
TOI4'Nffi
Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2139 f ax: 97 0.479.2452
web: www.ci.vail.co.us
Project Name: RAD FOUR ADDffiON DRB Number: DR8040363
Project Descriptionr
EXCAVATE CMWL SPACE BELOW GRADE TO CONSTRUCT A RECREATIONAL ROOM WITH AN 8'
CEILING.
Participants:
OWNER RAD FOUR LLC 07129/2004 Phone:
228 BRIDGE ST
VAIL
co 81657
License:
APPLICANT Nett Design Construction 0712912004 Phone: 970-476-5551
P.O. Box2177
Vail, CO
81658
License;
CONTMCTOR Nett Design Construction 07129/2004 Phone;
P.O. Box 2177
Vail, CO
81658
License: 290-B
ProjectAddress. 4475 GLEN FALLS LN VAIL Location:
4475 GLEN FALLS LANE
Legal Description: Lot: 7 Block: Subdivision: FOREST GLEN
5tu6+6kn5'bdtvstsn
Parcel Number: 210112313007
Comments: See conditions
BOARD/STAFF ACTION
Motion By: Action: APPROVED
Second Byr Vote: DateofApproval:08/16/2004
Conditions;
Cond: B
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
--
^-,,!
DRB approval shall not become valid for 20 days following the date of approval.
Cond:202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Cond: CON0006615
That the applicant performs no exterior modifications to the structure without
further DRB approval.
Cond: CON0006616
That the applicant provides a construction staging plan to TOV at building permit
application.
Cond: CON0006617
That the proposal meets all requirements (egress) of the building code prior to
submittal of a building permit.
Planner: Matt Gennett DRB Fee Paad: $3OO.OO
loo,r,ons- Residential o.?t tercial
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2139 fax: 97 0.47 9.2452
web: www.vailgov.com
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to
the submittal requirements for the particular approval that is requested. An application for Design Review cannot be
accepted until all required information is received by the Community Development Department. The project may also need
to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses
unless a building permit is issued and construction commences within one year of the approval.
! /t1/ G S
;'2J
RECEI\lEIJ
Location of the Propos al: Lot'. '7 Block: -- 5u66iyi5isr1'. Fa a; s r C,-t /'/ 5|31 r o* S r a,v
PhysicafAddressr 447f G..,, if..s /-,1.r--rl/t,+ (o
parcel No.: 2- lo t t Z3 l7a o 7 (Contact Eagle Co, Assessor at 970-328-8640 for parcel no.)
zoning: 5.
Name(s) of Owner(s):
Mailing Address:'/6E7
Owner(s) Signature(s):
Name of Applicant:
Description of the Request:
Vlnt. ( o
Mailing Address: -tt:-f 2r
E-mail Address:
7 tlt
Phone:
(t
Type of Review and Fee:
D Signs
D Conceptual Review
tr ,l{ew Construction
O/ Addition
Minor Alteration
( multi-fam i lylcommercial)
Minor Alteration
(single-family/duplex)
Changes to Approved Plans
Separation Request
$s0
No Fee
$6s0
$300
$2s0
$20
Plus $1.00 per square foot of total sign area.
For construction of a new building or demo/rebuild'
For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions)'
For minor changes to buildings and site improvements, such as,
rerooflng, painting, window additions, landscaping, fences and retaining
walls, etc.
For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and retaining
tr
D
walls, etc.
$20 For ievisions to plans already approved by Planning staff or the Design
Review Board.
No Fee
Page 1of 12104128104
TOI4'NM
ADDMONS . RESIDENTIAL OR COMMERCIAL
SUBMITTAL REQUIREMENTS
General Information:
This application is required for all proposals involving the addition of GRFA (gross residential floor
area). This includes proposals for 250 additions and interior conversions. See Title 12, Chapter
15 - Gross Residential Floor Area for specific regulations.
I. SUBMITTAL REOUIREMENTS**
//il AX pages of Application is complete '-z tr Checklist is completed and signed t ,E .stamped Topogiaphic Surveyi - E Site and Grading Plan*
€ Landscaoe Planx ' -W Architectural Elevations*
.ff Exterior color and material samples and specifications.
- [_ Architectural Floor Plans*
,Ef Lighting Plan* and Cut-sheet(s) for proposed fixtures
-B Title report, including Schedules A & B to verify ownership and easements*
7tr Photos of the existing site and adjacent structures, where applicable.- 5 Written approval from a condominium association, landlord, and joint owner, if
applicable .6 Site-specific Geological Hazard Report, if applicable*
.Z tne Administrator and/or DRB may require the submission of additional plans,
drawings, speciflcations, samples and other materials (including a model) if deemed
necessary to determine whether a project will comply with Design Guidelines or if the
intent of the proposal is not clearly indicated.
Please submit three (3) copies of the materials noted with an asterisk (*).
**For interior conversions with no exterior chanqes, the submittal requirements include a
complete set of existing and proposed floor plans, a title report, and written approval from a
condominium association, landlord, and joint owner, if applicable.
f have read and understand the above listed submittal requirements:
Project name; R.ttEf Po>, ae,Jci-
contra.torsi sn turu /g fhz'rrn-i./
oatesisned '7/'27/a y'
-
Land Title Guarantee Company
CUSTOMER DISTRIBUTION
"l*nd.Iitls
Date: 07-27-2004
hoperty Address:
4475 GLEN FALLS LANE VAIL. CO 81657
Our Order Number: V50002042.1
TED SIMONETT
Sent Via Couriers**
If you have any inquiries or require funher assistance, please contact one ofthe numben below:
For Title Assistance:
Vail Title Dept.
Karen Biggs
108 S. FRONTAGE RD. W. NO3
P.O. BOX 357
vArL, co 81657
Phoner 970-476-2251
Furz 970-476-4732
EMaiL kbiggs@ltgc.com
--I
--rFl -t
v
lznd Title
Land Title Guarantee Company
Date: 07-27-2004
Our Order Number: V50002042.1
Property Address:
4475 GLEN FALLS LANE VAIL. CO 81657
Buyer/Borrower:
RAD FOUR COLORADO LLC, A COLORADO LIMITED LIABILITY COMPANY
Seller/Owner:
RAD FOUR COLORADO LLC. A COLORADO LIMITED LIABILITY COMPANY
Need a map or directions for your upcoming closing? Check out Land Title's web site at www.ltgc.com
for directidns to anv of our 54 office locatiois. -
ESTMATE OT TITLE FEES
Alta Owners Policy 10-17-92 TBD
If L.nil Tltl. ouu.rt.. Co,,!p.ny aiTl b. alotlng Chlt tra'raotlotr, abova faaa ,llJ ba aoLlaot d rC thrt tha.
TOTAL $o.oo
!o!r coraTlc-r O5l04 THANK YOU FOR YOUR ORDER!
o i
Chicago Title Insurance Company
ALTA COMMITMENT
Schedule A
Property Address:
4475 GLEN FALLS LANE VAIL, CO 81657
Our Order No. V50002042.1
Cust. Ref.:
l. Effective Date: Julv 0l . 2004 at 5:00 P.M.
2. Policy to be ksued, and Proposed Insured:
'ALTA" OwnEr's Policy 10-17-92
Proposed lnsured:
RAD FOUR COLORADO LLC, A COLORADO LIMITED LIABILITY COMPANY
3. The estate or interet in the land described or referred to in this Commitment and covered herein is:
A Fee Simple
4. Title to the estate or interest covered herein is at the effective date hereof vested in;
RAD FOUR COLORADO LLC. A COLORADO LIMITED LTABILITY COMPANY
5. The land referred to in this Commitment is described as follows:
LOT 7, FINAL PLAT OF FOREST GLEN, ACCORDING TO THE PLAT RECORDED AUGUST 19,1992
IN BOOK 587 AT PAGE 3?6. COUNTY OF EAGLE, STATE OF COLOFJ,DO.
1
o i
ALTA COMMITMENT
ScheduleB-Sectionl
@equlrements) Our Order No. V50002042.1
The following are the requirements to be complied with3
Item (a) Payment to or fbr the account of the grantors or mortgagors of the full co$ideration for the estate or
interest to be insured.
Item (b) Proper iL\trument(s) creating the estate or interest to be irsured must be executed and duly filed for record,
to-wit:
Item (c) Payment ofall taxes, charges or assessments levied:rnd assessed aga:nst thc subject premises which are due
and payable.
Iten (d) Additional requirernenLs, ifany disclosed below:
NOTE: ARTICLES OF ORGANIZATION FOR RAD FOUR COLORADO LLC. A COLORADO
LIMITED LIABILITY COMPANY DISCLOSE(S) RONALD RILEY AS THE MANAGER(S).
THIS COMMITMENT IS FOR INFORMATION ONLY, AND NO POLICY WILL BE ISSUED
PURSUANT HERETO,
,r.*<r(r.**{.*{.,r NoTIcE oF FEE CHANGE, EFFECTM SEPTEMBER l, 2002 *x**,r,,r,****
Pursuant to Colorado Revised Statute 30-10-421, "The county clerk and recorder shall collect a surcharge of $1.00 for
each document received for recording or filing in his or her office. The surchzrge shall be in addition to any other
fees permitted by statute. " t
o t
ALTA COMMITMENT
ScheduleB-Section2
(Exceptions)Our Order No. V50002042.1
The policy or policies to be issued will contain exceptions to the following unless the sAme are disposed
of to the satisfaction of the Company:
| . Rights or claims of parties in possession not shown by the public records.
2. Easements, or clailns of easements, not showrr by fte public records.
3. Discrepancies, contlicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and
inspection of fte prernises would disclose and which are not shown by the public records.
4. Any lien, or right to a lien, tbr services, labor or nuterial theretofore or hereafter f'unrished, irnposed by law and
not shown by the public records.
5. Defects, liens, encumbrances, adverse clairus or odler nutters, if any, created, first appearing in the public records or
attaching subsequent to the effbctive date hcreof but prior to the date the proposed i!$ured acquires of record for
value the estate or iuterest or nlortgage thereorr covered by this Commitment.
6. Taxes or special assessments which arc not showu as existing liens by the public records.
7 . Liens filr unpaid water and sewer charges, if arry.
8. In addition, the owner's policy will be subject to dre mortgage, if any, noted in Section I of Schedule B hereof.
9. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE
UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED NOVEMBER I7.
I902, IN BOOK 48 AT PAGE 492.
IO. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTMCT AND REMOVE HIS ORE
THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES
AS RESERVED IN UNITED STATES PATENT RECORDED NOVEMBER 17, I9OZ, IN BOOK 48
AT PAGE 492.
I1. EASEMENT AS GRANTED TO UPPER EAGLE VALLEY SANITATION DISTRICT IN INSTRUMENT
RECORDED JUNE 13, 1973 IN BOOK 229 AT PAGE 550 AND 55'I .
12. RESERVATION OF A TEN PERCENT NON-PARTICIPATING ROYALTY AS RESERVED IN DEED
RECORDED NOVEMBER 2. 1962 IN BOOK 166 AT PAGE 407.
I3. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON
THE FINAL PLAT OF FOREST GLEN RECORDED AUGUST 19,1992IN BOOK 587 AT PAGE
316.
o t
ALTA COMMITMENT
ScheduleB-Section2
@xceptions)Our Order No. V50002042.1
The policy or policies to be issued will contain exceptions to the following unless the same flre disposed
of to the satisfaction of the Company:
14. TERMS, CONDITIONS AND PROVISIONS OF DECLARATION OF COVENANTS, CONDITIONS,
RESTRICTIONS AND EASEMENTS OF FOREST GLEN BUT OMITTING ANY COVENANT OR
RESTRICTION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS
OR NATIONAL ORIGIN UNLESS AND ONLY TO THE EXTENT THAT SAID COVENANT (A) IS
EXEMPT UNDER CHAPTER 42, SECTION 3607 OF THE UNITED STATES CODE OR (B)
RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS
AS RECORDED AUGUST 19, 1992IN BOOK 587 AT PAGE 377 AND AMENDMENT RECORDED
NOVEMBER 18, 1992 IN BOOK 594 AT PAGE 534, AND AMENDMENT THERETO RECORDED
SEPTEMBER 17, 1998 RECEPTION NO,669632.
I5. TERMS, CONDITIONS AND PROVISIONS OF TRENCH, CONDUIT AND VAULT AGREEMENT
RECORDED AUGUST 18. 1992IN BOOK 587 AT PAGE 345.
16. UNDERGROUND RIGHT OF WAY EASEMENT AS GRANTED TO HOLY CROSS ELECTRIC
ASSOCIATION, INC. IN INSTRUMENT RECORDED AUGUST 13,1992IN BOOK 586 AT
PAGE 923.
17.DEED OF TRUST DATED JULY 15, 2003, FROM RONALD H. RILEY TO THE PUBLIC
TRUSTEE OF COUNTY FOR THE USE OF CITIMORTGAGE, INC. TO SECURE THE SUM OF
$972.288.00 RECOR-DED JULY 22.2003. UNDER RECEPTION NO. 84II55.
DEED OF TRUST FROM RAD FOUR COLORADO LLC. A COLORADO LIMITED LIABILITY
COMPANY TO THE PUBLIC TRUSTEE OF EAGLE COUNTY FOR THE USE OF FIRSTBANK OF
VAIL TO SECURE THE SUM OF $5OO,OOO.OO, AND ANY OTHER AMOUNTS PAYABLE UNDER
THE TERMS THEREOF, RECORDED AUGUST 08, 2003, UNDER RECEPTION NO. 843298.
18.
o i
LAND TITLE GUARANTEE COMPANY
DISCLOSURE STATEMENTS
Note: Pursuant to CRS l0-11-122, notice is hereby given that:
A) The subject real property nray be located in a special taxing district.
B) A Certificate of Taxes Due listirrg each taxing jurisdiction nray be obtained from the County
Treasurer's authorized agent,
Q The infbrnration regarding special districts and the boundaries of such districts rnay be obtained tiom
thc Board of County Corunissioners, the County Clerk and Recorder, or the County Assessor.
Note: Eff'ective September l, 1997, CRS 30-10-406 requires that all docurnents received for recordiug or tiling
in the clerk and recorder's oflice shall contain a top nrargin ofat least orre inch and a left, right and bottoru
margin of at least one half of an inch. The clerk and recorder may refuse to record or tile any document that
does not corfbrm, except that, dre requirement fbr the top nargin shall not apply to documents using forrrrs
on which space is provided for recording or tiliug infornution at thc top nurgin of the document.
Note: Cokrrado Division of Insurance Rcgulations 3-5-1, Paragraph C of Article Vll requires that "Every
title entity shall be responsible tbr all nutters which appear of record prior to the time of recording
whenever the title eutity conducts the closing and is responsible for rccording or filing of legal
documerts resulting tiom the transaction which was closed". Providcd tlut Land Title Guarantee
Company oonducts the closing of the insured tralNaction and is resporr,sible fbr recording the
legal docuurents tiom the transactior, cxceptiou number 5 will not appear on the Owner's Title
Policy aud the L€uders Policy when issued.
Note: Allirnntive urechanic's lien protection fbr the Owner nuy be available (typically by deletion
of Exception no. 4 of Schedule B, Section 2 of the Comritlnent fron the Owner's Policy to be
issued) upon compliance with the tbllowing conditious:
A) The land described in Schedule A of this conunitnrcnt nust be a single tamily residence which
includes a condominiunt or towrhouse unit.
B) No labor or nuterials have been furrrished by mechanics or material-rnen tbr purposes of
construction on the land described iu Schedule A of this Commitnent withifl the past 6 months.
C) The Courpany must receive an appropriate attidavit indernnilying dre Conrpany against un-filed
mecharric's and luterial-men's liens.
D) The Corupany lrust receive payment of the appropriate premium.
E) If there has been construction, impnrvcnurts or nujor repairs undertaken on the property to be purchased
widrin six months prior to the Date of the Conunitruellt, the requiremeuts to obtain coverage
tbr unrecorded lieru will include: disclosure of certain construction infurnntion; financial information
as to the seller, the builder and or the contractor; payment of the appropriate premium fully
executed Indenurity Agreements satisfactory to the company, and, any additioul requirements
as nuy be necessary atier an examination of the atbresaid iufornution by the Conrpany.
No coverage will be given under any circurLstances fbr labor or material for which the insured
has contracted tbr or agreed to pay.
Note: Pursuant to CRS 10-ll-123, notice is hereby given:
This notice applies to owner's policy commiturents containing a mineral sevcrance instrunrent
exception, or exceptions, in Schedule B, Section 2.
A) That there is recorded evidence that a nfneral estate has been severed, leased, or otherwise
conveyed frour the surtbce estate and that there is a substantial likelihood that a third party
holds some or all interest in oil, gas, other minerals, or geothernul energy in the property; and
B) That such mineral esmte may include the right to enter and use thc property without the
surfacc owncr's permission.
Nothing herein contained will be deenred to obligate the company to provide any of the coverages
refbrred to hcrein unless the above conditions are fully satistied.
Form D I scLosURE 09/01/02
.l a
JOINT NOTICE OF PRIVACY POLICY
Fidelity National Financial Group of Companies/Chicago Title Insurance Company and
Land Title Guarantee Company
July l, 2001
We recotnize and resoect re orivacv exDectations ol'todav's consurlers and thc requircruents of applicable ftderal and
state oriiacv laws. We believd that irakiiru vou aware of liow wc use vour rtorr-oublic nersonal infoirrutiou ("Persorul
lnlbrinatiori"), and to whorrr it is discloseil, 'will form tle basis for a r'elarionshib of tnist between us and the'public
rhat we servc. This Privacy Sutenreut provides that explanation, Wc rcscrve tle right to change this Privacy -
Sutenrent frorn tinre to tirue cousistent'widr applicable'privacy laws.
In the course of our business, we may collect Personal Information about you from the following sources:
* Fronr applications or other fornLs we receive liorrr you or your authorizcd rcpresenhtive;* From yirirr transaction-s wirh. or frorrr thc scrvices 5eing plrfornrcd by, us, o'ur affiliates, or odrers;' From our Internet wcb sltes;* From the oublic records maintained bv uovernrrental entities that we eidrer obtain directlv from those
erltities, oi from our afliliates or otheisland * Fronr consunrcr or odrer reporting agcnuies.
Our Policies Regarding the Protection of the Confidentiality and Security of Your Personal Information
We rnainuin olrvsical, electronic and procedural saterruards to Drotect vour Pcrsonal lnfonnation frorn uruuthorized
auccss or intrirsibn. Wc liruit acccss td the Persotul Intbrnudon onlv tir those enrployces who need such access in
connection with providing products or services to you or for other li:gitinute busineSs purposes.
Our Policies and Practices Regarding the Sharing of Your Personal Infonnation
We nuy sharc your Personal Information with our affiliates, such as insuralce companies, agents, and other real
esEte s-ettlelnelit service providers. We also may disclose your Persorul Inforrnation:
* to agerrts, brokers or rcpreselrtatives to provide you with services you have requcstcd;* to tliird-pany coutractois or servicc providers w-ho provide servicis or perfbnri nrarketing or other
functionis ori our behall; and * to others with whom we enter into joint nrarketing agreements for products or services that we believe you
ruray find of interest.
In additiou, we will disclosc your Persoml Infornution whcn you direct or qive us penlission, when we are required
bv law to do so. or when we'suspect tiaudulent or criurinal aciivities. We alio urav ilisclose vour Personal
Lilbrnration when otherwise ocnirittcd bv aonlicable privacv laws such as. for exainole. whch disclosure is needed
to entbrce our riglrts arising our of any agricineut, trinsaction or rclatioruhip with you.
One of the iurportant responsibil ities of sonre ofour affiliated.companies is to record docunrents in the public
donuin. Such'docunrenti nuy coltain your Persoml Iutbnution. -
Right to Access Your Personal Information and Ability to Correct Errors Or Request Changes Or Deletion
Certain statcs afford you drc riglrt to access your Persorul lnlbrnution and, undcr ccrtai[ circunlstances, to find out
to whom vour Pcrsorial lntbrnrltion has becir disclosed. Also. ceruin states afford vou the riuht to reouest
corrcctiori, anrendnrenr or dcletiorr of your Personal Infornution. We reserve the rilht, wherE pcfluitr6d by law. to
charge a reasonablc f'ee to cover the c<jsts incurrcd in responding to such requests. -
All requests submitted to the Fidclity Natioml Firuncial Croup of Conrpanies/Chicago Titlc ln-surance Conrpany
shall b'e in writinlr. arrd delivered to-the followirru address:
irivacv Conrpliance oflicer
Fidelitv Natiorul Financial. Inc.
4050 Glle Real, Suite 220
Santa Barbara, CA 931l0
Multiple Products or Services
If we pro_v_ide you w.ith more dran one financial product or service, you may receive nrore dran one privacy notice
trorn us. wc apologlz€ lor alry rnconveruence tnls rluy cause you.
Form PRlV.PoL.cHl
*'*****'l'i*********'*+*++++******!***'rr*{r'}{.***:*****t
't *,f ** ** * ** * * **t * + + +*** * * * ** *,r * * * * * * *,r(* * rr *r( * * {.
TOWN OF VAIL, COLORADO Statement
't'l*{r{.'******'t*+i+*+**********'*'}{.*{.:t**'t*:}l.:r,*t 't***l.'r******+++******************:r.*{.****,t r.rt'i*****
Statement Number: R040006295 Amount: $300.00 07/29/200402:10 pM
Pa!.ment Method: Check Init : ,JS
Notation: #2335/NETT
DESIGNS CONST.
Permit No: DR8040363 TIE)e: DRB - Addition of GRFA
Parcel No: 210112 313 0 07
Site Address: 4475 GLEN FAIIrS IJl{ VAIIr
LOCAIJ-ON: 4475 GLEN FALI.,S LAIiIE
Total Fees: 5300.00
This Palment: 9300.00 Total ALL, Pmts: $300.00
BaLance: $0.00 r**r*{.******,}***t *rrli*,f *****++*++*****:}***!i*t **{.,f**************t****'}*****{r***,t ,t ****,**x********
ACCOLINT ITEM LIST:
Account Code Descriotion Current Pmts
DR OO1OOOO31122OO DESIGN REVIEId FTES 300.00
.i
,Jt\'"
1., ,y'
Itj" " ?
v -t(rytr
P l,ri
!':l---j
[xt" TrnI{,,
C Qro)F 5,74<t;
oo op
to or
-
( D^.\t"-.*,^ )It '
1 4r-\-l- >--r \-\' - -r-
TOWN OF VAIL DEPARTMENI OF COMMUNITY DEVELOPMENT !--.,, t ?
75 S. FRONTAGE ROAD vAtL, co 81657
97 0-47 9-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #z M97-0092
Job Address. . .
Location
Parcel- No.....
Project Number
4475 GLEN FALLS LN
4475 GLEN F'ALLS LANE
2701-t23-L3-007
PRJg 5-0121
Status, . .
Applied..
Issued. . .
Expires. .
APPROVED
o6 /rr / LeeT
06/rL/res7
12 /08 / resT
APPLICANT VALLEY WIDE MECH. & ELECTRICAL I phonez 303949),747 P O BOX 5080, AVON CO 81620
CONTRACTOR VALLEY WIDE MECH. & ELECTRICAL I Phone: 3039491.747
P O BOX 5080, AVON CO 81620
OWNER RAD FOUR LIMITED LIABILITY COMPA
228 BRIDGE ST, VAIL CO 81657
Description: Val-uation: 15,000.00
RUN SNOT'MELT FOR NEW SFR HEAT LINES ONLY
Fifeptace Information: Restricted: fof Gas Apptiances: fOf Gas Logs: #Of [ood/paLtet:
***************************************t****t************** FEE SUl4llARy ***t*****************************************************Mechanica[---) 300-00 Restuarant Ptan Review--> .00 Total, caLcuLated Fees---> 578.00
PLan Check---> 75-00 DRB Fee---------lnvestigation> -00 TOTAL FEES------liLt CaLt----> 3.00 payments-------
BALANCE DUE___-************************************************#******lr**t**************t*****************************************************
Item: .05100_EUII,DING DEPARTMENT Dept: BUILDING Division:06/II/1997 CHARLTE Acrion: ApFn CHARLTE DAViS ItEmi.05600 FIRE DEPARTMENT Dept: FIRE Dj-vision:
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
********************************************************************************
DECLARATIONS
I-hereby acknovtedge that t have read-this appLicat'ion, f iLl,ed out in fut! the information required, compteted an accurate ptot ptan, and state that atl the information provided as requirld is correct. I agree to conp(y with the information and pl.ot pLan,to comply vith al'L Town ordinances and state taws, and to buil.d this structure according to-the Tovn,s zoning and subdivision codes, design revie!, approved, Uniform BuiLding Code and other ordinances of the town appLicabLe thereto-
REAUESTS FOR INSPECTIONS SHALL BE I.IADE TIIENTY-FOUR HOURS IN ADVANCE 8Y TELEPHONE AI 479-2138 OR AT OUR OFFICE FROII 8:oo AI,I 5:OO PI.I
SIGNATURE OF OI NER OR CONTRACTOR FOR HIIISELF AND OI.INER
JUN-II-97 l{ED 9:52 AlI ul R-R- tZTIH"l[ vArr coNsrRu*;f n
-pERurr
$f$Pencrr
*:.{lnl- E PDwrr rPP4cfiioil-;oil" A rERrIr t
oors,Z7ili?"i roM B- ?sot ir , APPLrcArroN ltusT BE rrLr,ED our couprrT'Ly oR rr uAy Nor BE AccEprED x ******* ** ***rr*/l- :'--'-'----r*******tr**rr* PER'TT TNF'RI{ATroN !r****rr.r****.*r*****.*****rr*
I l-Euilding [ -]-plunbing [ ]_Electrical l!(-t{echanlbal I J_other Job Naroe: Rov Rilr" .- rrob Addres,: I,l?.y.6hr/.tb Lr*- -=r.k
Legal Description: Lot_f Block-_ ,rrr.ff=/
::^:::::1"' o:" tu' nr :'nuu"""''
Archttecr: +"fZ A*g+ _ ^yr"*,Generat DescrLptton, . lS^ Snr-* II hL,.ffi l{unber of Dnelllng Units:
rg-rhber and Tlpe "r ";;"I, "u
Nurber of Accohmoaation unitss
-*Y. .:^:::.:.aces:
Gas Appllances- Gas r,oss- r{ood,/peller__
{__:_::l**!t***************t***t**r vrr.rrarroNs t***r**r*r**r*********r***r**r**ir
durr,prxc: I ,.------,-M tl^-oo?L
ii{nd;il; i- }:XS,TIIS}' !-'--'-- orHER: s t1.----"-' r-=-=-
'lEcHo.lrcAlr lW
u;:::i ::il:::l:: :.a?;. ;:jt coNrR^ergR rNFoRuArror
TOTAL: f-------*----_----
f;ff:3:. contractff;"9%44","d'i.,&??il"1n"o*n'o*rlii.l;.;:li.:::**::.t3:*i:*
phone Nunber: W_-tli:itt Electrlcal Contractorl Address: ----
-
Jgwn of ValI Reg. tfo.Phone Number:
llgrbfns Contractor:Address: ' . _ T.own of vail Reg. No.Phone Nurober:
^33i22!i pt,' o.{ uur. *lnl}f Phone Nunber! gir*t*r*****tt****a**r*r**a{,.'-r!rr^. _^ --' 'Lr ' t r-r 7r ' . .,
|:u,r-lPIIg f-D-ld;';fi1.-*****t*tr* FoR oFFrcE usE ******.****ir***********.****rr
-llqIBrNG irnr,ii,i ibel ------- !!-ltPrNG Pr,Alt cHEcK FEE: .------"tr"'i
!ff.ffl8il if$Tri-;;"' '--. iiffiiluiH"$"fff"i'ij", :
orHER rype oF inu,DR8 FEE: --==--- CI,EAN-UP DEposlas
-=---......---.-.*ToTAL pERr,rIT rfni: --.---{.-...4_
l l nurr.orxc:f_f _l STGNATURE:i..--l
-_l
_ | __-.:_ | zoNtUc:);ffi"'.l;_r_--f I srcNArunE::6ffien-Ei?-r--l GNATIIRE:
LE[tt IIP DlpOSIr nEFrnrp t0!
'.-?_.r-_
JUli-11-g? l{'ED 9;52 A}{
TOr
SROHr
DAIEr
FAX l,
REr
P, I o
I',AX CpWR SHEES
Total pege8 to tollor (tnaluatlnE thls paEel r ar6 problens wlth your rccetpt of thls iransul Thank you.
e
futonjfre,. If rherc qoe aalvlEa.
fhls trsnsulssloh te subnlrtedr ortginal/copy rlll follonr
t1 Eor your fi,le
-_r4.1 ot your tntortntlon
._J4_for your aplrrovrl
',/-Eot your ravlew - / ?or youE g€rpons€
- /.?ot your rcquest For your guotatl-on
_Regullr llalt
-
Overntght Deltvery
_Han{ Dellvery , other
_tzlortglnal/copg $t 1l not follow
thc .tocurc nr s """""n.'?111t'filIJ'T'1: t1"r11 rranarr s6 r on conra r n ufor[atlon Delonglng to thc sender Ehat ts confldentlal and/or legarlv prtvlreged. rrhe tnforlarr,on te inttnasd-gelg for ttrs'uge of thc tndtvtdual or ontlty naned above. rt i;r arc not tho lntcndcd rcclplent, you are- hcreby notrtrcar that any dtscroeoi;-,copylng' dlctrlbstlon, or the rEkfig ot aqy nctlon th rertancc on th€ sontents of rhls telcsoplcd infornatlon ls etrletly pEohlb!.t€d.rt you have recelved thts facErDrre in error. pi"i"; notify us luaedlatelv by rerephong ro arranse tor rciuin-oi-tne oricinii docunente to uE.
4gt METCALF BOAD ' p O. BOX E08O r AVON, COIoRADO s1526 r (970) 949_1741 . FAX (gZO) 845-2t44
r .rrrr G/ed
NOTE: THIS PERMIT MUST BE POSTED ON
PROJECT TITLE: RILEY RESIDENCE
NEW (SFR,P/S,DUP) PERMIT
JOBSITE AT
Pernit
TIMES
89 5-019 3 #:
75 South Frontage Road Department of Community Developnrent
Vail, Colorado 81657
970-479-213V479-2139 Job Address: 4475 GLEN FALLS LN Status. . . : APPLIED
FAXg70_47g-2452 Location...: Applied..: 06/27/t995 Parcel No..: 210]--123-13-007 Issued.,,|.08/24/t995 Project No.: PRJ95-0121 Expires..: 02/20/1996
T0ViCory.m.Dey.^APPLT.ANT F:5..i39"'3Bil"X"RH':Bil?"', B&tffn-upAeFbgifh'3i:rff 4-16e7
coNTRACToR ELK RIDGE DESIGN BUILDERS appfovedfi[Phone: 970-484-1697 P.o. BOX 2382, FORT COLLTNS, 80522 --l -4==r-
r,8e
Y owNER TTMBER FALLS ASSOCTATES amount
228 BRTDGE ST, VArL CO 81657 date
Description:NEW SFR
Occupancy
Dwellings Private carages 24.72
Subtotal:836
6 ,454
TotaI Catcutated Fees--->
AdditionaI Fees--------->
Totat Pernit Fee-------->
Type
Zone
Zone
V-N
V-N
2
2
Number of DweIling Factor Sq. Feet 93.48 5,618
Units: 001
ValuaLion
525,170.64
20 ,665 .92
545,836.56
545, 836 .56
750, 000. 000
**ff*t*****ffi***#*ffi#ffi**ffitd*irttit***rr*********t FEE SUl,ll.lARY ****tr***H***ff**tr,tffiffi*H(ffi***ffi**ffit*
Table Date: 06/20/1995
F'i rep Ia ce Information: Restr'icted: YES
Bui l.din9-----) 3,310.0O
Ptan check---> ?,171.00
Investigation> .00
tlitl cat L----) 3.00
Total VaLuation:
Town of VaiI Adjusted Valuation:
#0f Gas Appliances: 2 fof cas Logs:
Restuarant P Ian Revi ew-->
Recreation FeF--------->
C Lean-Up Deposi t-------->
TOTAL FEES.----
750.00 Payments
Dept
Dept
Dept
Dept
flOf tlood/Pa l. Let:
7 ,309 .40
.00
7 ,309 .10
DRB
.00
400.00
615 .10
> 7,309.40
7,309.40 BALANCE DUE----
*******ffiff*ff*ffi*ff****ffiffi*ffi*lr**#r***#**ff*rrl******H***ffi*****ffi*ffitrr#******t**tffi******
Item: 05100 BUILDING DEPARTMENT
07/18/1995 DAN Action: AppR IIem: O54OO PLANNING DEPARTMENT
07/L4/1995 LAUREN Action: AppR
ITem: 05600 FIRE DEPARTMENT
08/24/7995 DAN Action: APPR Item: O55OO PUBLIC WORKS
BUILDING Division
PLANNING Division
FIRE Division
PUB !iORK Division
*#rfi **ffi ffi(****ffi tffi '|****lr,(ffi ffi ffi **lrtit#ffi frffi ***fi *#***ffi **ffi ffi(*ffi *ffi *************
See Page 2 of this Document for any condit,ions that may apply to this permit.
DECLARATIONS
I hereby acknovtedge that I have read this apptication, fitted out in futl, the information required, compteted an accufate ptot
plan, and state that att the information provided as required is correct. I agree to compLy lrith the information and ptot pLan/
to comPly eith atl Tovn ordinances and state [aws, and to buitd this structure according to the Toyn's zoning and subdivision
codrs, design revieu approved, thiform Buitding Code and other ordinsnces of the Tovn appticabte thereto.
REQUESTS FOR INSPECTIONS SHALL BE }1ADE TIIENTY-FOUR HOURS ITI ADVANCE BY TELE oR AT OUR oFFICE FRoll 8:00 A
Send Ctean-tp Deoosit To: RoN RILEY
frrila<{g *"n"uo.*"*
OF OT'NER OR TOR HII,ISELF AND OI,INER
75 South Frontage Road
Vail, Colorado 81657
Department of Community Development
970-479-213V479-2139 PAGE 2 **YAY*fr!d79U?3t*****************************************************************
CONDITIONS OF APPROVAL Permit *:895-0193 as of 0e/24/95 Status: APPLIED ********************************************************************************
Permit Tlpe: NEW (SFRTP/S,DUP) PERMIT Applicant: ELK RIDGE DESIGN BUILDERS
Job Address: 4475 GI,EN FALLS LN
Location:Parcel No: 2101-123-13-007
Applied: 06/27 /t995 Issued: 08/24/1995
*************************************************************L******************
CONDITIONS
******************************************!k*************************************
1. THTS PROJECT WILL REQUIRED A SITE IMPROVEMEN? SURVEY. SUCH
SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.2. ATTIC SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS,
AS MEASURED FROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OF
THE FLOOR TO THE UNDERSIDE OF THE STRUCTURAL MEMSBERS OF THE
ROOF DIRECTLY ABOVE.3. NO MECHANICAL WORK CAN BE STARTED UNTILL MECHANICAL PLANS
HAVE BEEN APPROVED BY TOWN OF VAIL AND A MECHANICAL PERMIT
OBTAINED.
tP u*uo'uo
* * * * * * * * * * * * * *{, * * * J.* J. * L * * *** ***** *** * * * * * * * ** * ** * * * * * * * * * * * * * * * *
TOI4IN OF VAIL, COLORADO Statennt
************!r**!r************************************************
Statennt Number: REC-0057 Amount:
Payment Method: CK1610 Notation:
7 ,109 .40 08/24/9s 13:18 IniT: JR
****************************************************************
Permit No:
Parcel No:Site Address:
This Payment
Account Code
01 0000 41310
01 0000 41331
01 0000 41332
01 0000 22002
30 0000 4s032
-_91_99::_11=:___
895-0193 Type: B-BUILD NEV'
2LOL-L23-13-007
4475 GLEN FALLS LN Total Fees:
7,L09.4O Total AT,L PmLs:
Balance:
Description
BUILDING PERMIT FEES
DESIGN REVIEW FEES
PLAN CHECK FEES
CLEANUP DEPOSITS
RECREATION FEES
V'ILL CALL INSPECTION FEE
(SFR,P/S,DUP) PE
7 ,309.40
7 ,309.40 .00
Anount
3, 340.00
200. oo
2,17L.OO
7s0.00
645.40
3.00
l{E a a
T U E Ps - 7r o= E 9 = E-: (l
EebS€p I H-9 "
FEiE e ':e:.oE
gots6 E r
.t 61 6 C':
:; H€€*,E tr.3 c
; E,EE;
E r'i r-E
*"$t EgE
,ebE l:t If;9EEE
HtE€ EB
I
I
I
I
I
I
I
I
zl >l
I
I
I
I lt ll r-l I \nl I \ol I r-rl I -li
OI U
Ht (J <l p ?I E
-rt r\
rlll E
Lrl .t 'al V
tfl at I at I el
I ool I 6Ilt c'rl | |rlll ct tl pt -t I r^l !.1 |El <t I al Pl nl <t ,-l cztl"l
.. | \nl ut I O\l Crl I r..\l I
'1' I '!t ,4, I J*G i^Y EU6
C)v=
E>r=due FFl
tsuh /^r A \J !t
zl <I
r.ll al
F.ll <l
HI <l Fil
zl
Fll
r-il el l.|l
C\l .ql *l
6 q)
+r
a
€
I
I
I
I
I
I
I
I
I
,l ()I
zl
F.li
6l rr)l
;l rr'll
"l
{.,
o)
c)
eo
EE
':.v,=l->
€6
>\ !:
;t=iE h&a ,:= v
g >,H gsE
\,,/ ast .o un6*c-€ I
'; 9.5
EE 5
FCt-qito
t) att ,=
", (! 1^r i>z
Eqt,v=tr 9i5R
9+1 !p
.s€E
=- 3 r.,^9 sHsp d) H.E 5'JH o37 -:- bo
== !J ='-59tr 9E2 a; i
d .. 'iJ
u;2
=.E g
.g boE
,9:*€E;i x
!?!J9
aa.=
v/ >
b,.r<r\\r'z
tu F J r\\r'r\V 11 V
^v
TY]
(-,
[-
r\v
rY.
f-,[-,M
rYI r\\J
l\
a 'F \.
nq)\rt caS
E brh
$${f
sF$3
sTS t
$AES
^ LrX v
SEIs dis 'i
!pF ,i rY s"'S
k I;-a f...-.
]trldt F.-.
,!
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2t38
Job Address...:
Location....'.:
Parcel No.....:
Project Number:
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSIED
MECHANICAL PERMIT
ON JOBSITE AT ALL TIMES
Pernit #: M95-0099
4465 GLEN FALLS
44?5 GLEN FALLS
2101-12 3-13-0 07
PRJ9 5-0121
Status. . .
Applied'.
Issued.. .
Expires. .
Valuation:
#0f Gas Logs:
I SSUED
06/27 /!ee5
oe /20 /rge6 03/te /Lee7
LN
LANE
OWNER
CONTRACTOR
TIMBER FALLS ASSOCIATES
228 BRIDGE ST, vArr-,, co 81657
AZTEC PLUMBING & HEAT]NG
+ios N. cARFTELD' LovELAND, co 80538
Phone: 97 O / 663*0233
30,000 .00
fo{ Hood/Pa ( tet:
Description:
MECHANICAI, WORK FOR NEW SFR
tirepl,ace lnforrnation: Restlicted: Y fof Gas Apptiances: ?
M***t#.****fffis'jr'tffitEEsUl,|ttARY*ffitt*,r,r***t*tJrffi*JrJr*Jr*#.**ffio*l*****Jrt#****
echanicat---) 600. OO Restuarant Pl'an nev'ievll> '00 Total' Catcutated Fc!s---> 753'00
Pl.an check---> 150-00 DRB Fet---------------1 'OO Addltionsl' Fees---------) '00
Investigation> .OO ToTAL FEES*----
,ir,r carr----> s.oo livJii:";;;_:_:_:_:___i tt':S
iEft ' A9i'nl.E$il?il1+?H:fi ti"R$FR c HARL r E DA??
DeDt: BUILDING Division:vls
6E72 ri fr782o . f Lft L' B " " tE'iT8il I DEPARTMENT E Action:5iii eren u/e Dept: FIRE Division:
1
2.3.
4.
5.
5.
'1,
CONDITION OF APPROVAL
FIELD INSPECTIONS ARE REQUIEE9 Tq-CHECK FOR-qgDE-g9MPL]ANCE'
?txenutu;ft 1 fr, I $ t.ERFaftfi
D;6lf
iEF^e-tl l'8" fr 88*il3 fl l oHH'*o
E*^iBFI?ifi;tEoBfiRl"'iEllefrtBqlflltq$iry"^ro-ssA?T*s e AND
EffXri:' reniiirleie - [?i-SpEE r ri EolN-sEc . e 0 6 oF THE- 1- e 9 i - uMc'
i.'ieEss' ici'frEtiiru-c-r0ulFMENi- MUsr- eoMPLY wIrH sEc . s 0s AND
703 oF THE 1991 wn e6il,Eh.s'Sfrdi,- ee-i,iSuNrED qN-Elqqts!. or NoNcoI'I9usT.r-ELE coNs?'
ililiE5's-li SrED FoR M6uNi-ruq qtr -qo-UPUsrrBLE -rlggBrNg . -il'iEiFXcE - 6F-MEeHIN f eai; - n004 q - qQryr4 r rr r Nc UEaTI Nq- 98. -Hor -wAlE R
StTgn6rilti;t.1;;i't6ktEe--EOiirpFED-witH
A FLooR DRArN PER sEc'
********************************************************************************
DECLARATIONS
I hereby acknoul,edgc that t hEve ncad this apptication, fit(ed out ln futt thc informstion requirad, cohPletGd.an accuratc plot
pt"n, i'no-"i"a. trrit "rt the iniorration p.ouioea as rcquired. i.s Gorrect. .I agree to coopty vith the infornation 'nd Plot ptan,
to corpty vith ru. royn ordinances rnd state [avs, .nd io buiLd this stfucturc according to the Tovn's zoning and subdivision
codcs,'disign rcvier approved, uniform Buil,ding codc End othrf ordinrnccs ol the Tosn aPpticlbtr thercto.
REOUESTS TOR INSPECTIONS SHALL BE I4ADE TIIENTY'FOUR HOURS
SICNATURE OI OIINER OR CONTRACTOR IOR HII'ISELF AND OIINER
BY TELEPHoNE A1 479-2136 OR AT oUR oFttcE tRot'l E:00 Att 5:00 Pl'l
't'iI
il .?l .Yliil -i?ie*l?ilil .: .: . . . .:: . ;; tt iit-,:il:;
:,+:li*:y,::;tl'-o'oi"H?t::''--\'-'-n-'-'---..=rrr-;;;;t;*';-Parrment I3lill:-:':------------ - --.- "'.--'-;;;;;-*;' x??;113?-'rltffi ' "
,,''"'"i:**ii, ,in"liu:ilx lr"l: "4l.ur =::: i?3:BB
This Pal'menE ?53'00 Tota} ALL Pmts: '
'OO
*lti",':r.....tnfit**--gf$l]..$
3l 3333
-ni"l.,?
----_..---
TAWN OFVAIL
NOTE: THIS PERMIT MUST BE PoSTED ON JOBSITE AT ALt TIMES
PLITMBING PERMIT Permit *: P95-0100
75 South Frontage Road
VaiL Colorada 81657
970-479-213V479-?139 .Iob Address: 4465 GLEN FAr-,LS
FAX970-479-2452 Location...:
Parcel No.. : 2101-123-13-007
Project No. : PRJ95-0121
APPLICANT EtK RIDGE DESIGN BUILDERS P.o. BOX 2382, FORT COLLTNS, 80522
CONTRACTOR ELK RIDGE DESIGN BUILDERS
P.O, BOX 2382, FORT COI_,LINS, 80522 OWNER TIMBER FALLS ASSOCIATES
228 BRTDGE ST, VArL CO 81657
CONTRACTOR AZTEC PLT'MBING & HEATING
4208 N. GARFTELD, LOVEr.,,AND, CO 80538
Descripti-on; NEW SFR
******lr**#r*tffi*#f*'frt#r*#rHrrrilrt J.,H(*#**|*f,*'trf,** FEE
Department of Communiry Development
LN Status...: ISSUED
Applied. .z 06/27/L995
Issued. . .: 08/24/L995 Expires..: 02/20/L996
Phoqet 970-484-L697
Phone: 970-484-l-597
Phone: 97 0 / 663-0233
Valuation:35, 000 .00
SUllllARY *#r*#.***t*ffi **t#ffi ffi*****r#**ffi ffi ffi
.00
659 .25
P[qrhbing-----> 5?5.00 Restuarant Ptan Revi e!r-->
TOTAL FEES-----
Total, Calcutated Fees--->
AdditionaL Fees-------->
Total Permit Fee-------->
Paynents*---_-
o>, . z>
.00
659.25
659 .25
Ptan check--->
lnvest'igation>t,iIt ca I L---->
131 .25
.00
3.00
BALANCE DUE--_**ir****r*rffirh*ffi!*,ttt*irfrtsf,f*r.ffirtttrrriffiffi**********ffi****tikfit*****rr*ffi*tffi*********tt*ft*ftffi
IteM: O51OO BUILDING DEPAR?MENT 08/09/1995 DAN Action: APPR
Dept: BUILDING Division:
ffi*trftiH**tffr*rtt**lnhttt'*ffirHttft*tttirittrl#r*tt*t**ffi***,H*ffi*ffiffiH*$t#ffi**ffiffiffr**ffi***
CONDITTON OF APPROVAL
*Jrr*t***|lloHrffili|*ffi ffi **ffi lr**r***ffi trwt*ffi *L*********#*H#HrH***fi*rt*trttrt*#ffi ii*tr***
DECLARATIONS
I hereby acknovledge that I have read this appl,ication, fitted out in futt the information required, compteted an accufate ptot ptan, and state that a(l the lnformation providcd as required.is correct, t agree to compty vith thr information and ptot ftan,to comply vith ett Toen ordinances and stata [aws, and to buitd this structure according to thc TdJn,s zoning and suMivisibn
codcs, design revicv approved. Uniforn Buil,ding Codc and other ordinances ot the Town Epplicabl,e thareto.
REouEsrs roR lNspEcrtoNs SHALL BE ltAoE TUENTV-FouR HouRs IN aDvANcE By rELEpHgfiE,{T 479-213a oR AT otR oFttcE FRo[ 6:m Ail
{P*o'o-'uo
o
****************************************************************
ToIJN OF VAIL, COLORADO Statennt ****************************************************************
659.2s 08/24/95 t3zL2 Init: JR
Statemnt Number: REC-0057 Amount:
Payment MeLhod: CK1610 Notation:
*******************!r********t*********************!*******rl*******
Permit No:
Parcel No:Site Addrees:
This Payment
Account Code
01 0000 41311
01 0000 47332
01 0000 41336
P95-0100 Type: B-PLMB
2101-123-13-007
4465 GLEN FALLS LN Total Fees:659.25 Total AL,L Pmts:
Balance:
. Description
PLT'MBING PERMIT FEES
PLAN CHECK FEES
WILL CALI, INSPECTION FEE
PtUl'lBING PERMIT
659.25
659.25
.00
Anount
s2s.00
131.25
3. O0
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E95-0153
75 South Frontage Road
Vail. Colorado 81657
970-479-213V479-2139 Job Address: 4475 GLEN FALLS
FAX970-479-2452 Location...:
Parce] No.. : 2101-123-13-007 Project No. : PRJ95-072L
APPLICANtr ELK RIDGE DESIGN BUILDERS
P.O. BOX 2382t FORT COLLTNS, 80522
CONTRACTOR ELK RIDGE DESIGN BUILDERS
P.O. BOX 2382, FORT COLr,rNS, 80522 OWNER TIMBER FALLS ASSOCIATES
228 BRIDGE St, VAIL CO 8165?
CONTRACTOR JON WAYNE ELECTRIC, INC.Phonet 970-225-Q838
431 TN RASHER ST., FT. COLLTNS, C 80526
Description: NEW SFR Vafuation: 29,OOO.0O
ffi*ff*****Jrit*t*****J.|t*ffi* FEE SUltl4ARY #*ir*#**ffiffitrftrJnkr*#(*ffrfi.#rffi******ffi**ftrr*
Dep artment of Community Deve lopment
LN Status...; ISSUED App1ied..: 08/oe/t995 Issued...: 08/24/L995
Expires ... 02/20/L996
E tectri cst-->
DRB Fec
Inv"sti gotion>
$i l.L Cat l,--->
269.00
.00
.00
3.00
Totat Calcutated Fecs---)
Additiona! F.es--------->
Tota( Pernit Fee-------->
Payments-------
EALANCE DUE----
Phonez 970-484-L697
Phone z 970-484-L697
272.6
.@
?7?.00
272.00
.00 rorAl FEES---> 272.@
#t*#r#*ffiffiffi**ffir*ffi*****ft*li**ffiffi****ffi*******#******tit*rt***t#t#t#*rtffi*********#******
Ile4i ,9qq90 E,IrECTRIC4,L pEPARTMENT Dept: BUTLDTNG Division:0e/09/7995 DAN Action: APPR
ffi *ffi **ffi ffirff ffirffi fi *ff **lHrffi :t*ffi *rwlitrffi****ffi *rffi ff Ltdffi *l*t##**t#ffi **lffi *,***
CONDITION OF APPROVAL
't|h,rffi*ffiffiffi**r*ffir*rr**t*****,F*.***rh,ffir***l#t*#f*********r****#tffit****ffi*ffi**#*****t#*
DECLARATIONS
I hcreby acknoHtedgc that I have read this apptication, fitted out in futl, the information requi red, compl,eted an accurete ptot pl'an, and state that €t[ the information Provided as required is correct. t agree to compty uith the in?ormation and pl,ot itan,to.cotPty trith aLl Tovn ordinances and state [aus, and to buitd th'is structurr according tothe Toynrs roning and subdivisibn codes, design reviev approved, Uniform Buitding Code and other ordinances of the Toun appticabl,e thefeto.
REoUESTS fOR INSPECTIONS SHALL BE IIADE fHENTY-FOUR HOURS IN ADVANCE BY TELEPHoI'IE AT 479-213E oR AT OUR OFFICE FRott 8:00 Afl 5:00 ptt
{;"""nuoouo
. ,. t
****************************************************************
TOWN OF VAIL, COLORADO Statemnt
*******************************************!*********************
statemnt Number: REc-0057 Amountz 2'?2.00 08/24/95 13':15
Palzment Method: CKl 610 Notation: Init: JR
Permit No: 895-0163 Type: B-ELEC ELECTRICAL PERMIT
Parcel No: 2101-123-13-007 Site Address: 4475 GLEN FALLS LN
Tota1 Fees: 272.00
ThiE Palment 272.00 Total ALL Pntsz 272.A4 Balance: .00 ****************************************************************
Account Code DescriPtion Anount
01 OOOO 41313 ELECTRICAL PERMIT FEES 269.00
01 0000 4L336 WTLL CALL INSPECTION FEE 3.00
o
/
,/7 ,t 64 "//af 3a 4 t-. (n7
VAIL CONSTRUCTIOT PERurr I
APPLTCATTON FORM
TE:
*,x::;lrllf$
Legal Description: f,ot ?Block .Legar uescrrpEl_on: Lot / Block_ Filing fl rrl-u.t=1.7*z@frc
OWnefS Nane:\(cn }{,a.rr cr \.(. \ cra Addroc<.
COMPLETELY OR TT MAY NOT BE ACCEPTED
f NFORI'IATI ON * * * * * * * * * * * * * * * * * * * * * !r * * * !r * * !r
Ph.
q .:' \c\<^ r <€ ?t\4o I Ph. B 89 c
Fhone Numtrcr: (a-r.\ zJe rtt=l-
Town of VaiI Reg. No.Z/7{Phone Nurnber: :_L"r-.q,.fr
ing
Job Nane: R.".., e C\nn R, \c.
ELectrical Contracto !t:,/r:,
Plunbing Cont
Address:L
BUILDING PERMIT FEE:
PLUMBING PERMTT FEE:
MECHANICAL PERMIT FEE:
ELECTRICAL FEE:
OTHER TYPi,: ,-r" i.{:if'"
General Descriptien; s r.'=\\- Fo-.,-i\: A-;" [\'i ^:./work classz [17f'nen [ ]-Alteration [ ]-Additionar [ ]-Repair [ ]-other
#*.r pf ;i1"_;f Flreplaces: cas Appliances 3 cas Loss ?- wood/petrer_
l(******************}************** vALUATToNs *********************************
Number of Dwelling UnJ.ts: \
BUILDING:
PLIJMBTNG:
Address: i -, r- .'w
Nurnber of Accommodation Units:
'' L. ,r MgrRrcAL. $_-.,j2._
Town of Vail Reg. NO;1z**_
1
Town of Vail Reg. No. /47^[2 Phone Nurnber: ?i4L,_I:_: _^ I
Town of Vail Reg. No.,/jH Phone Number:
*******************************:r FOR OFFTCE USE *******************************
BUTLDTNG PIAN CHECK FEE:
PLUI'IBING PIAN cHEcK FEE:
I.TECHANTCAL PIAN CHECK FEE:
RECREATION FEE:
CLEAN-UP DEPOSTT:
TOTAL PERMIT FEES:
BUTLDTNG:
STGNATURE:
ZONfNG:
SIGNATURE:
VALUATION
CLEAN T'P DEPOSIT BEFI'TID TO:Z,r * Ar,'r
I t*aoor""r Eagle County Assessl office '*f tt 9'70-328-8640 wD^DnEl *. T::t"f::i",l tlt*
oF vArL "o"rou.r,o fri*-* *o#rillcArroN FoRr.r
PERI'IIT II
., APPLTCATTON MUST B8 FJT.T.TD OUT COUPI.ETEI.Y oR IT !,tAV NoT BE ACCEPTED U r*it*****'r***il**!r*************** PERUTT ffroRilattrolf *****************************rll
I J-Building [ ]-Pluabing t J-Electrical gff-uectranlbal I J-other
Job Nane:Job Address:
Legal Description)Block
Owners Name:Ph.
Architect:
Ph.
BUII,DTNG: $
PLIJ}IBING:v /lf,* **** *****!r**!r****!r********fEeneral. contractor: €(K
c
OTHER:
TO?AL:
Town of Vail
Phone Nunber:
Town of Vail
Phone Nunber:
Town of Vail
Phone NrUBr.,ef:
Reg. NO.
Reg. NO.
Reg. NO.
roR orFrcE usE *******************************
BUTLDTNG PI.AN CIfECK FEE:
-P-LU!{BTNG PLAII CHECK FEE:I.IECIIAI{ICAL PIAN cllECK FEE:RECREA?TOfi FEE:
CI,E:AN-UP DEPOSIT:
TOTAI, PERMTT FEES:
EUTLDTNG:
STGNATTIRE:
ZONTNG:
SIGNATURE:
General DescriptLon:
I{ork Class:ffi-xew [ ]-Atteration [ ]-Additional [ ]_RepaLr [ ]_other
Nunber of Dwelling Units: I Nunber of Acconnodation Units: I
^)pnber and T119e of Fireplaces: cas Appliances tlcas togs 3 wood/perr"a=
v Lit.r.llrarr r
z --i-- .-Y'
lf************* ******************** vALUATToNs *********************************
EI.',ECIRICAL: I
!{ECHANTCAL, $_ry;-
Address:
Electrical Contractor:
Address:
.Plunbing Contractor:
Address:
Mechanical Contractor:Address:
*** ** * * ****rr * il* ** * * ** ***********
BUTLDTNG PERMIT FEE:
PI,UMBING PERUTT FEE:
I.IECIIANICAL PER}IIT FEE:EI,ECTRICAL FEE;
OTHER TYPE OF FEE:
DRB FEE:
GROUP
qfOR fNnORUATf ON ** rl****** rl * ************il***
Town of VaiI Reg. NO.Phone Nunber:
CI.EAN I'P I'EPOSIT REFIIf,D TO:
ON
.t
'I'OWn Ot Val I
25 South Frontage Road
Vail. Colorado 81557 (303) 479 -2138
Plan review based on
the 1991 Uniform BuiLding Code
Project Nurnber: PR.T950121 Name: RILEY RESIDENCE
Address! 44?5 GIJEN FALLS LANE Date: ,fune 28, 1995
Contractor! EIrK RIDGE DESfGN Occupancy: R3,M1 Architect: KAREN REATING Type of Const: V-N
Engineer: DAVID BENNING Plans Examiner: DAN STANEK
# SHEET IDENTIFICATION CORRECTION REQUIRED
Exterior surfaces with stucco sha11 be provided with
exterior metal lath as per UBC 4705 with 2 layers of paper. windowg and doors are required to be
adequateLy flashed(not trrith just screed netal) . A
lath inspection is reguired prior stucco
application,
A bathroom is required to have an openable window or
a mechanical ventilation system. -- sec. 1205- (c)
In bathroons with a tub or shower and in laundry
rootns a mechanicaL ventilation system connected'
directty to che outside shall be provided. Bathrms
which contain only a water closet or lav. may be
ventitat,ed with a recirculating fan. UBC 1205(c).
' Donestsic clothes dryer exhaust ducts shal1 be
installed as per UMc 1104 and 1903. Flexible duct
connectors may not exceed 5' in lenqth and shaI1 not
be coneealed within construction. Ducts shall-
terminate outside the building and not exceed 14'
length.
Crawl spaces are required to be ventilated by
rnechanical means or by openings. Such gpenings
shall have a net area of not less than 1 sq. ft. for
each 150 sg. ft. of under-f1oor area. vBc 2516 (c)6.
Provide a ninimum 18X24'' underfloor access. UBC
2516 (cl2 .
Equiprnent located in underfloor area shall rest on a
concrete slab or be suspended from the floor above,
be provided with an accesE and passageway, and have
a permanent electric outlet and lightinq fixture?
f
10
fn buildings of unusually tight construction (alJ.
ner{r construction within the Town of Vail),
combustion air shal.1 be obtained from the outside.
Such combustion air openings sha1l be as per LMc ch.
Furnaces not Lisled for close! or alcove
instalLation shal1 be installed in a room or space
having a volume at l-east 12 times the volume of the
furnace. A boiler unit will require a space 15
times larger than the boiler. UMC 504(b)
Supply a rnechanical drawing indicatinq design of
system, size (BTU and volume) of equipment, vent
location ancl termination, and cornbustion air to be
supplied prior to any installation.
The door between the qarage and the dwellinq is
required to be a 1 3/8 inch rhick sol-id core or 20
minute self closing door. -- sec. 503. (d) exc.#3
The.maximum rise of a step is 8 inches and hhe
mininurn run is 9 inches. -- Sec. 3306. (c) exc #1
The ninimum width of the run a! the narrow end is 5
inches and the run must be 9 inclres at a poinb 12
inches out. from the narrower point. -- Sec- 3305. (d)
The minirnum headroom vert.ically from nosing line is
6 feet 8 inches. -- sec. 3306. (o)
The open side of all decks, porches, stairs, etc.
which are rnore than 30" above grade shall be
plotected rrith a gruardrail. Openings can not exceed
4n, within R-1 occ. and al-l- R-3. height min. is
35" -outside R-1 occ. height min. ls 42'. uBc 1711.
Winding stairways may be used if the reguired width
of run is provided at a point nob rnore than 12" from
the side of the etairway where the tread.E are the
narrower, but in no case shall any width of run be
less than 6'. UBC 3305(d).
AE eaves and valleys an adequate underlalzment shaI1
be provided to protect a sbructure from ice buildup
and $rater damage. Two layers of felt solid mopped
to sheathing and between Layers or a cotnmercial,
r,rater & ice shield nay be used as per Table 3281.
fncLude a copy of the soils report for the site to
be buiLt on. -- Sec. 2905.
11
t2
13
14
_Ll
15
77
18
-fl
Town of Vail
25 South Frontage Road
Vaii.. Colorado 8155 7 (303) 479 -2138
Plan anaLysis based on
the 1991 Uniform Buildinqf code
Projecb Number: PR,J950121 Name: RILEY RESIDENCE
Address: 4475 GLEN FALLS LN Date: June 28, 1995
Contractors ELK RIDGE DESIGN Occupancy: R3,M1
Architect.: KAREN KEATING Type of Const: V-N
EnEineerr DAVfD BENNING Plans Examiner; DAN STANEK
NOTE:The code items listed in this report are not intended to be a conplete
listing of all possibfe code regui-remenls in the 1991 UBC. It is a guide to
sel.ected sections of the coile.
SEPARATTON
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION
NORTH Property J-ine 85.0 Feet 85.0 Feet
EAST Property line 37.0 Feet 37.0 Feet
SoUTH Property line 21.0 Feet 21.0 Feet
WEST Property Line 18.0 Feet 18.0 Feet
AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS FIJ NAME
2L0 21.00 10.50 1 Yes
279 27.90 13.95 1 No
255 26.50 13.25 1 Yes
253 26.30 13.15 1 Yes
202 20.20 10.10 1 No
2 Ha11s, closets, etc. 1252 0.00 0.00 1 No
TOTAI, FOR FI,OOR . 2471 1
L 2 Powder rooms 53 0.00 2.65 1 No
2 Bedroon #4
2 Aupair
2 Bedroom #3
2 Bedroom f2
2 Bonus roorn
1 Mud room
1 Kitchen
1 Nook
1 Dining room
I Great room
1 Study
64 0.00 3.20 1 No
186 18.50 9.30 1 No
140 14.00 7.00 1 No
189 18.90 9 .45 1 No
474 47 .40 23.70 1 No
131 13.10 5.55 1 No
1 Master bedroom 335 33.50 15.80 1 Yes
1 Master bath 203 0.00 10.15 1 No
1 carage 835 0. 00 0 ' 00 1 No
1 Halls, closets, etc. 977 0.00 0.00 1 No
TOTAIJ FOR FLOOR 1565
B Laundry room 70 0.00 3.50 1 No
B Exercise room ]-82 18.20 9.10 1 No
B Hatls, ilosets, etc. 148 0.00 0.00 1 No
TOTAL FOR FIJOOR
BUIiJDING TOTAL
FOOTNOTES:
1) EGRESS - An operabl-e window or door that opens directly to the exterior
is reguired fron hhis room. The minimum cl.ear openable area must meet
the fol.lowing. -- sec. 1204.
1) The ninitnum clear height is 24 inches
2) The minimun clear width is 20 inchee
3) The mininum clear area is 5.? square feet
4) The rnaximum sill height ie 44 inches
400
5054
1 Yes
2
tYt
2) The nunber of exits is based on Table 33-A (Dwellinqs)
3) A nechanical ventilation systern rnay be used in in lleu of exterior
. openinge for venlilation. -- Sec. 1205. (c)
4) The requirement for an egress window in the basernent is based on
Sec. 12 04,
ROOM DIMENSIONS:
Habitabte space sha1l have a ceiling height of not less than ? feet 5
inches. Kitchens, halLs, bathrooms and loi1et conpartment.s may have a
ceiling height of 7 feet neasured to the lowest projection. If the ceiling
is slopingi, then the minimum heiqht is required in only I/2 of Ehe area.
: -Sec. 1207. (a)
Every dwelling unit shall have at least one room which has not less than 120
square feet of fLoor area. Other habitable rooms except kitchens shal1 have
atr area of not less than 70 sguare feet. -- Sec. 1207. (b)
Habitable rooms other than a kitchen shatl noc be less than 7 feet in any
dinension. -- Sec. L207 - (cl
GLAZING REQUIREMENTS:
All glazi.ng in hazardous locations is required to be of safety
glazing material . - - Sec. 5406. (d)
1) Glazing in ingress and eg,ress d,oors except jalousies.
2) Glazing in fixed and sliding panels of sliding door assembl-ies and
panels in swinging doors other than wardrobe doors.
3) Glazing in storm doors.
4) Glazing in all unframed swinging doors.
5) Gtazing in doors and enclosures for hot tubs, whirlpools' saunas, steam
rooms, bathh.ubs and showers. Glazing in any portion of a building wall
enclosing these compartnents where the bottom exposed edge of the
glazing is less than 60 inches above a standing surface and drain inlet.
5) Glazing in fixed or operable panels adjacent to a door where the nearest
exposed edge of the glazxlng is within a 24-inch arc of, either vertical
edge of the door in a closed position and where the boetom exposed edge
of the glazing is less than 50 inches above lhe walking surface-
7) clazing in an i-ndividual fixed or operable panel , other than those
l-ocations described in iternE 5 and 5 above, than meets all of the
following conditions:
A. Exposed area of an individual pane greater than 9 sguare fee!.
B. Exposed bottom edge less than 18 inches above the floor.
c, Exposed top edge greater than 35 inches above lhe floor.
D. One or tnore walkinqr surfaces withln 36 inches horizontally of hhe
plane of the gLazing.
8) Glazing in raitings regardless of height above a walking surface.
fncludeil are structural baluster paneLs and nonstructural in-filI
Panel.s.
see exceptions.
'SMOKE DETECTOR REQUIREMENTST
A smoke detector is required on the ceiling or i,tall at a point centrally
located in the corridor or area giving access to each sleeplnq area.
-- Sec. 1210. (a) 4.
A gmoke detector is reguired on the ceiling or wall in each eleepingr
area. -- Sec, 1210. (a) 4.
A snoke detector is required in the basement. -- sec. 1210. (a) 4.
A etnoke detector J-s required on all stories. -- sec. 1210. (a) 4.
If the upper leveL contains sleeping roorn(s) , a snoke alebector is required
in the ceilinq of the upper leve1 close to the stairway.
-- Sec. .1210. (a) 4
Smoke detectors are required to be wired to the building's pohter source antl
shaLl be equippeil with a battery backup. -- sec. 1210. (a) 3.
Detectors shalL sound an alarm audible in all sl-eeping area of the dwel).ing
in which they are located. -- Sec. L210. (a) 4.
OCCUPANCY SEPARATION:
Between lhe garage and the residence, naterials approved for thr fire
construction are required on the garage side only and any doors between
the garage and the resid.ence are to be a self:closing 1 3/8 inch solid
core door or a 20 minute fire door. -- Table 5-B & Sec. 503. (d) exc. #3
STAIR REQUIREIIIENTS:
A stairway in a dwellinq must be at least 36 inches wide. -- Sec. 3305. (b)
The maximu$ rise of a step is 8 inches and the mininum run is 9 inches.-- Sec. 3305, (c) exc. #1
Provide a handrail on one side a stairway 34 to 38 inchee above the nosing if
there is 4 or more risers. -- Sec. 3305.(i)
Provide a guard rail where drop off is qrreater than 30 inches. Mininun height
= 35 inches, maximurn opening gize = 4 inches. -- Sec. L1t2. (al exc. #1
The ninimum head.roon is 5 ft.- 8 inches. -- Sec. 3306. (o)
EncLosed usable space under Lhe stairs is required to be protected. as reguired
for thr fire-resi-stive construction. -- Sec. 3305. (1)
SHAFT ENCI.,OSURES:
1) Chutes and dunlcwaiter shafts with a cross-sectional area of not more than
9 square feet may lined on Ehe inside with not less than 26 gage
gaLvanized sheet nelal vrith al-1 joints locklappeil. The outside must be
t hr coustruction. Al-1 openings into any such enclosure sha1l be protected
by not less than a self-closing solid wood door 1 3/8 inches thick or
equivalent. -- Sec. L706,(tl
2) cas vents and noncornbusbibJ. e piping instal-Ied j-n walIs passing through
3 floors or less do not need to be in t hour shafts.
- - Sec. 1705 . (c)
3) Shafts for gas vents. factory-built chinneys, piping, or ducts tha! do
not extend through not nore than 2 floors need not be in t hour shafts.
- - Sec. 1?06, (c)
4) All other shafts bre required to be enclosed in a I hour assembly.-- sec. 1705. (a)
CRAWIJSPACE REQUIREMENTS ;
1) Provide ventilation either by rnechanical means or by openings in exterior
walls, opening shalL provide a net area of not less than 1 sguate foot for
€ach L50 square feet of area in cravirl space. Openings shal-l be dist.ributed
on two opposite sides and be located as cloEe to corners as practical ..- Sec. 2515.(c) 5. Note: vent openings rnay be reduced to 10t of the above
if ground surface area is covered with an approved vapor barrier and the
buildins official approves.
For a 2242.0 sq.ft. crawlspace area!
Ratio Mininu:n sq.ft. of vent
1/150 1.4.95
2) Provide 18-inch by 24-inch access openiDg to the crawL space area. Note3
opening may be required to be larger if nechanical equiprnent is located
tn the crawl space. -- sec. 2515.(c) 2.
3) Unless the wood iE listed as an approved wood of natural resistance to
decay or treated wood, the rninirnurn cl.earance between exposed earth and
floor joist is 18 inches. The ninirnun clearance to beams and girders is
is 12 inches. -- Sec. 2516.(c) 2.
ADDTTIONAI.' REQUTREMENTS :
For R3 occupancy
This proJect wiII require a site improvement survey. Such survey
shall be submitted and approved prior to request for frame
inspection.
o
All crawl spaces rdithin the Town Of Vail are Ilmiled to a earth to
structural floor ceiling height of 5', be earth floor only, be
ventilated as per UBC 2515'(C)5 with ninimum access as per UBC
2516(C)2 and maximum access of 9 sq. ft.
Any building site wib.h a slope of 30 degrees or more sha11 require an
engineer design. Such design shall address drainage, soil retainage
anil structural design.
Excavation below slabs on grade shall not be perinitted without prior
approvaL
Address numbers sha1l be posted plainLy visible anil J-egible from the
sbreet.
For M1 occupancy
slope garage floor to a1low for drainage to outside to provide a
floor drain with sand and oil inberceptor to dry well or to sewer.
Any garage floor drain connected to sewer tnust be approved by Upper
Eag1e Va1ley Water & Sanitation Di6trict.
fn garages wi,th living area above, the wal1s of the garage wiich are
bearing the area above shal1 be protected with one hour fire
resiEtive conEtruction, UBc 503 (B) .
A1/tL/L996 18:53 38r,15E1o L',lt-t:,
WHS INC.
78o Sinne Street suite 102
colden' co s0401-
( 303 ) -274-9000
(303) -274-9265
Tim Lindetron
WIRSBO COUPA}{Y BUIIJDING ASSESSI'IENT PROGRA}'T
DATE: July 6, 1995
ProJect Number: 070595-95 Project Nane: Rltey Residence
conEiets of 17 rooms and was calculated using a roo$ set-point ternperature
of 65 degreee f and an outdoor O""ig"-i"tfieiatuie of -20 degreeE F and was lasr
rnodif,iea on tulY 6' 1995.
*********+**********************t************'t******t******rr********tt*****i*r;
Rool!: AUPAIR
Infiltratlon
CEILING 1
WAI.,L 1
DOOR 1
GI.ASS 1
GI,ASS 2
GI,ASS 3
:
SUSPENDED OVER I{EATED
Gross Ffoor Area
Unheated Floor Area
Net Floor Area Effective Fl.osr Factor Effective Floor Area
ATTPAIR TOtAls
Dowiltard LoEB
Upward toes
TotaIa
2,805 ft.
255 ft.
473 f.t.
42 ft.
12 ft.
20 ft,
16 ft.
255 fr.0 ft.
25s ft.
100t
2s5 ft.
1.4 Btu/h /ft.33.1 Bru/h /ft.33.1 Btu/h /ft.
o.50 /hr. 85 F
R-30.0 85F
R - 19.0 85 F
R- 2,0 85F
R- 2.0 85F
R- 2.0 85F R- 2.0 85F
Total
Supplenental Heat
Floor Cover R-VaIue
Floor Surface TenP
Floor fnsulation
Temperature Below
351 Btu/h
8431 Btu/h
8431 Btu/h
2, 170 Btui i
?23 Btu/t
1,713 Btu/!
1,785 BtuTt
510 Btuli
850 Bt'r/i
680 Bt'J/l
8,431 Btu/t
0 R- 0.o 81.5 F
R- 11-0
65F
*******rt*************!t+*****ir*tl**t:r***rr*************t*****************t*******r
o
F
10 N
p
N tt
q/
DR ov
,'^ e'H
I r--l \
\JZ
\
.l ta
ts L ?
N 0
-
70
0
0
F
I
/as'.>
I\D
g\
c\
\/
Vlq/
Fry
E rl
-t- -
{
\o c
{
?
r
\
a tT!\t l\-Ft lo
-..r:l I \
Y8 >\
c
VI $-t
a o
zO v o
ta
-7:
€
?cr\ E D 0-
B o.el <
0
T1 In
\\
CP
7 F o c m
l,
\
\...i,
c.a,
}-\
i
il
N
H
EI o z
F
F'
-l
z
.:.a7
a =-'\3 3i
i:=':- : - X
==-
l^?1 q 'j4
:aa , =>:
=F : rx
::- ;t
-t\z i:'
t CC
i vv orfrUlEffipv
o o
vqo5'ffftro
S3/11/1996 10:53 343486 t,tHt FAGE 03
**************tr************************i*******rt******!r************t******tt'(*
Rooni BBDROoM 2
upwarcl rJosE 29.3 Btu/h /ft' 9657 Btu/h - TotalE 29'3 Btu/h /ft. 9657 Btu/h
************************rt*************rt****rt***t***********************ttt*Jr***r
**************************rr*******************t*********************t***rlt****tr
ROON: BEDROOU 3
Inf,iltration
CEILING 1
WALIJ I
GI.ASS 1
GI,,ASS 2
sUSPENDED OVER HEATED
GroEs Floor Area
Unheated Floor Area
Net Flaor Area
Effective Floor Factor
Effective Floor Area
BEDROOII 2 rotalE
Downrdatd L,'oss
Inf,iltratloni
CEIITING 1
I{ALL 1
GIASS 1.
SUSPENDED OVER HNATED
Gro6E Floor Area
Unheated Floor Area
Net Floor Area Effectlve Floor Factor Effective Floor Area
BEDROOI'I 3 lotals
Downward LoE6
Upward LoEE
TotalB
0.7 Btu/h /fr.17.5 Btu/h /ft.17.5 Btu/h /tt.^
3,630 ft.
330 ft.
880 ft.
4S ft.
^ 5+'l .l !..
330 ft.0 ft.
330 ft.
100t
330 ft.
1.2 Btu/h /ft.
0.50 /hr. 85 F
R-30.0 s5F
R-19.0 85F R- 2.0 85F
R - 2.0 85 F
lotal
SupplenenlaI Heat
Floor Cover R-VaIue
Floor Surface TenP
FIoor Insulation
Tenperature Belon
402 Btu/h
0.50 /hr. 8s F R-30.0 85F
R - 19.0 85 F
R- 2.O 85F
Total
Supplemental Heat
Floor Cover R-Value Floor Surface Tenp Floor Insulation
Terrperature Belotil
322 Btu/h
7?20 Btu/h
7720 BtlJlh
2,808 Btu/h
935 Btu/L
3,704 Btu/t:
2,040 BtuTl;
17o Btu/r.
9, 657 Btu/1.
0
R- 0.0
79.6 F
R- 11.0
65F
3,744 Btu/i
L,247 B|..v/l
1, 979 Btu/i
850 Btu/.r
7,72O Btull
0
R- 0.0
73,8 F R- 11,0
65F
4,840 f,t-
440 ft.
440 ft.
20 fE.
440 ft.0 ft,
440 ft,
100t
440 ft.
********:l*****!l***********************r*r.***********************r**!r*ttt*****ir.
Ir$
id wln/Lss6 1a:83 :8345E,O r.,rH':, O FAGE r.r B.v-v
,J .,s
';{il ********t******************rr*********r**************+**r.J.*******:l:l****rt*******:r
;lRoorr BEDRooM 4
.,i
.l.; Inf iltratlon 4,950 ft. o. 50 /hr. 8s F 3 , 929 Btu/,:
* cprr,ruc r 450 fb- R - 3o.0 Bs F 1,275 BtuTr .-i-i'{ wAIJr,'l 649 ft. R - 19.0 85 F 2;514 Btu/i
,* clAss r 27 ft, R - 2.0 85 r 1,148 Btu/i
;{ cr,ass z 30 ft. R - 2.0 85 F 1,2?5 Btu/:
:l cr,ass 3 30 ft. R - z,o 85 F L,27s B|"u/.
.ti
Total- 11,316 BtuTr f suspellosD ovER HEATED
T
{Groes Floor Area 45o ft. supplenental Heat 0
$Unheated Floor Area O ft. Fl.oor Cover R-VaIue R- O,O
i Net Floor Area 450 ft, Floor Surface 'Iernp 77.6 F
{Effective Floor Factor 1O0t Floor Ineulation R- 11.0 :{ntfective Floor Area 450 ft. ?eurperature Below 65 F *.;
**************tr* * ** **** + *i***** **** * * *** * * * **** * L* **** *** * **** ** * * * * * * * * * * * * * * r
********i*tt***r(*****:t*:t******************************************************:rr
Roon: BONUS ROOH
.i rnfiltratlon
CEILING 1
WAIJJ I
GIASS 1.
GLASS 2
GI,ASS 3
SUSPENDED OVER HEATED
GtroBE FIOor Area
Unheated Floor Area Net Floor Area Effective Flqor Factor Effective Floor Area
2,450 Btuli
816 Btu/,
1, 565 Btu1l
340 Btui:
1,275 Btu/i
1, 275 Btu/i
7 ,722 Btlull
0 R- 0.0
78.4 F R- 11.. 0
65F
EEDROOM 4 TotAIa
Down$afd LoEE
Upward, LoEF
Total.E
1,0 Btu/h /ft.25.1 Btu/h /fr.25.1 Bru/h /ft.
472 Bxu/h
11316 Btu/h
I1316 Btu/h
0 .50 llir. 95 F R-30,0 85F R-19.0 85F
R - 2.0 85 F R- 2.0 85F R - 2.0 85 F
Total
SuppJ.ernental Heat Floor Cover R-Value
FLoor Surface TenP Floor InsuLation
Ternperature Below
3, l-68 ft.
288 ft.
418 ft.
8 ft.
30 ft.
30 ft.
288 ft.0 ft.
288 ft.
100t
288 ft.
BONUS ROOIi! Totals
Downflard Lross l,t Btu/h /ft. 322 Btu/h IDward L,oes 26,0 Dtu/h '/tt. 7?22 Btu/h TotalE 26.8 Bru/| .LlF . . 7722 Btu'/h ***************'t*'t't*****!t********i**i*************i*************r***!r*rr******rr r
03/11/1995 1g:53 3s3458,1o t'rH':.
o. 50 /hr.R - 30.0
R - 19.O
R - 2.0
r,872 ft-.
208 ft.
180 ft.
70 ft.
208 ft.o ft.
208 ft.
100t
208 ft.
8.2 Etu/h /ft.26.s Btu/h /ft.34.7 Btu/h /ft.
TotaI
Supplenental Heat
Floor Cover R-Value Floor Surface Tenp Floor Insulation
Tenperature Below
1703 Btu/h
ss04 Bt.u/h
7207 Btu/h
PAGE O5
1r448 Btu/n
5S9 Btu/h
492 Btu/h
2,975 Btu/n
5 , 504 Btu/ f:
R- 0.0 78,2 F R- 11. 0
-20 F
1, 671 Btu/h
306 Btu/h
558 Btu/h
893 Btu/h
510 Btulh
4,038 Btu/h
n
R- 0.0
83.7 F R- 11.0
-20 r
.********,********i************jl********rr********t*tr*****************lr***t*tt:t***
:RoON: DINING ROOM
Inflltratlon - CEILINC 1
WAIJIT J.
DOOR 1
SUSPENDED OVER UNHEATED
GrosE Floor Area
Unheated Floor Area
Net Floor Area Effective floor Factor Effective Floor Area
DINING ROOM TOtAlS
Downward, Loss
Upsard LoEE
Totals
rnfiltration
CETIJING 1 .
WALL 1 I
DOOR 1
GIJASS 1
SUSPENDED OVER UNHEATED
Gross Floor Area
Unheated Floor Atea lfet Floor Area Effectlve Ftoor Factor Effective Floor Area
85
85
85
85
F
F
F
F
*********************!t**,i**************************!t******************f**t*ti't*
****************r**r************************************r**********************
Room: ENIRY
2,160 ft.
108 ft.
180 ft.
2X ft.
12 ft.
0.s0 /hr.R - 30.O
R - 19.O
R - 2,0
R - 2.0
85F
85F
85F
85F 85F
10s ft.0 ft.
108 ft.
1001
108 ft.
Total
Supplernental Heat Floor Cover R-VaIue Floor Surface Tehp
Floor Insulatlon
Tenperature Below
ENTRY TotaIB
DoHnward LoaE 8.6 Bru/h /ft. 933 Btu/h Upward Lose 32.4 Btu/h /ft. aore Atuitr Totale 46,0 Btu/h /fr. .. 4971 BtuTh *******t*t1ll**t****:raa***********************:t******ra***********it********t***rr
F'ATiE [' E
**ftllrr**********!t***************************1*t*************************rrrr/r**nrrr\
Roon: EXERCISE ROOM
.'l!...'e-
A3/LI/1996 10:53
Inf,iltration
CEILING 1
WALL'1
DOOR 1
GIASS 1
GIASS 2
SUSPENDED OVER HEATED
Gfoss Floor Area
Unheated Floor Area
Net Floor Area Effective Floor Ef,fective Floor
3o345Et t,1-i!,
o.so /hr. 85 F
R - 30.O 85 F'
R - 19.0 8s F
R- 2.0 85F
R - 2.0 85 F R- 2.O 85F
Total
Supplemental Heat Floor Cover R-Value
FJoor Surface Tenp Floor Insulati,on
?emperature Belogt
311 Btu/h
7466 Btu/h
7466 Btu/h
0.50 /hr. 85 F R-30.0 85F
R - 19.0 85 F R- 2.O 85F R- 2.0 85F
TotaI
SupplementaL Heat Floor Cover R-VaIue Floor Surface Tenp Perimeter Length
SIab Depth
Under SIab R-Value
Exposed Perineter
Edge R-Value
1658 Btu/h
1990r Btu/h
1, 89 4 Btui :.
771 Bt.u/,r.
1,910 Btu/r.
893 Bt.u/n
638 Btu/h
1/ 360 Btu/h
7,466 Btu/h
0 R- 0.0
78.7 F R- 11, 0 65F
5,792 Btu/h
2 t357 Btu/h
3,252 Btui h
7,74O Btu/h
1,360 Btui h
19,901 BtuTrr
0 R- 0.0 77.0 F
0.0
4
R- 5.0 R- 5.0
R- 5.0
2.449 ft.
272 fE.
495 tt.
21 ft.
15 fr.
32 ft.
Factor
Area
272 ft,
0 ft.
272 fL-
1001
272 ft.
**************tl****************************************t**********************i
** ***** ** ** ** * ** *rt !t !t * * * * * * ** * * ** * * ** * * * * +* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *Roon: GARAGE
rnflltrationi
CEILING 1
WAIJIJ 1
DOOR 1
GI,ASS 1
EXERCI$E ROOI'I
Downward toEg
Uptrard LosE
TotaIs
TotaIs
:SI.AB ON CRADE
.
GroEE Floor Area
Unheated Floor Area
,Net Floor Area -Effective Floor Factor Effectlve Floor Area
Temperatute Below
OutEide Tenperature
GARAGE Totale
Downward Lose
1.1 Btu/h /ft.27.4 Btu/h /ft.2?.4 Btu/h /ft.
7,488 ft.832 ft.
927 tt.
168 ft.
32 ft.
832 ft.
832 ft.
100t
832 ft.
65 r'
-20 F
2.0 Btu/h /fL- -23.e Btu/h /ft.Upward Lo66
Totale 25.9 BEu/b l ft .*'r**************,r********iiii*iiill.{ll;*********ii::i.lll{}*****r*rr**********r
****r|**********!t*************************'t***********tt****************tl******n
Roon: GREAT Roolr
Infiltratlon
CEILING 1
WAIJIJ I
DOOR 1
GIjASS 1
GIJASS 2
GIASS 3
SUSPENDED OVER T]NHEATED
GroB6 Floor Area
Unheated floor Area
Net Floor Area
Effeetlve Floor Factor Effective Floor Area
cREAt ROOI'I Totals
Doltnuard Lo6ei
Upward Loss
TotalE
Infiltration
CEILING 1
WALIJ 1
DOOR 1
GIASS 1
SUSPENDED OVER TJNHEATED
3roEB Floor Area
Jnheated Floor Area }I€t Floor Area Effectlve Floor Factor Effectlve Fl.oor Area
13,200 ft.
660 ft.
740 ft.
80 ft.
25 ft.
48 ft.
18 ft.
560 ft.0 ft.
660 ft.
1009
650 ft.
8.s Bru/h /fr.33.2 Btu/h /ft.41.7 Bru/h /fr.
2,52O f'--.
280 ft.
216 ft.
2L ft.
24 ft.
Total
Supplemental Heat
Floor Cqvef R-Value
Floor Surface Temp
Floor Insulation
Tenperature Below
5587 Btu/h
2L894 8tu/h
2745r Btu/h
0.5o /hr. 85 F R-30.0 85F
R-19.0 85F
R - 2.0 85 F
R - 2.0 85 F
Total
Suppl.enental Heat Floor Cover R-VaIue Floor Surface Tenp Floor tnEulatlon
tenperature Below
10,21.0 Btu/h
L,870 Btu/h
2,546 Btui h
3,400 Btu/h
1, 063 Btu/h
2,040 Btu/h
765 Btu/h
21,894 Btu/h
0 R- 0.0
81.6 F
R- 11. 0
-20 F
L,949 Btu/h
793 Btu/h
765 Bru/h
893 Btu/h
1,020 Btu/h
5t42O Btu/h
0 R- 0.0 74.7 F R- 1r.0
-20 F
03/11/1396 10:53 iefast,,rrf L'll.r'::
o. so /hr.R - 30.0
R - 19.O
R - 2.O
R - 2.O
R - 2.0
R - 2,O
85F
8sF 8sF
85F
85F 85F 85F
**************tt*************************************t****!t*********************
***********1}*************!t***********:t******,tt**'t*****************************r
ROONI KTTCHEN
280 ft.o ft.
280 fr.
100t
280 f,t.
KIICHEN 1lotale
)o$nrardl Lo6s 7.9 Btu/h /ft. 2209 Btu/h Jpward LoEs +?.4 Blull /ft. 5420 Btu/h Totals 2?.3 Btu/h /ft. zezs atuTtr t***********tttlttttttttttlltltlttllttlllllllrllll!t!tlt*ltt*i******t******t!t*****
f
.f
I
I i i
1: ^- :!tr-
A3/.tI/L996 10:53 !l t_,
0. 50 /hr.R - 30.0
R - 19.0
Fjr'rf l_l-
*****t!***************rt*************************************tr:r***************t*r
ROOIN! L.AUNDRY ROOM
R-
R-
t(-
r,296 ft.
144 ft.
126 ft.
144 fr.
1 A A €+
1008
144 ft.
65F
-zv r
1.1 Btu/h /ft.13.7 Btu/h /ft.14.8 Bru/h /ft.
Total
Supplenental Heat
Floor cover R-Va1ue
Floor surface TemP
Perineter Le,ngth
SIab Depth
Under Slab R'value
Exposed Perirneter
Edge R-Value
165 Etu/h
1974 Btu/h
2139 Btu/h
l, 002 Btu,iJ:
4 OB Btu/ rl
564 Btu/i,
l.t974 Btu7t,
t{- u ,
7 L.9
85F
85F
85F
0
0
P
0
n
5,060 ft.
460 fr.
715 ft.
70 ft.
36 f t,
n qn
R-
R-
R-
/hr.
30. 0
19. O
2.O
2.0
85F
85F
85F
85F 85F
'i t
:Gross Floor Area
iUnheated Floor Area jllet Floor Area
iuffective Floor Factor
;fffective Floor Area
i I
:
M.ESTER BATH TOTAIE
Downward L,oss 8.? Btu/h /fr.
TotaI
Supplenental lleat
Floor Cover R-VaIue Floor Surface Tenp
FIoor Insulation
Tenperature BeIow
377? BL:.]/I\
450 ft.0 ft.
460 ft.
1003
460 fr,
Upvard Loee 27.I Btn/h /ft_ t2446 Btu/b Torals 35.3 Bru/h /fr. t6223 Btuih i****************!t***************t******rf*.*x*************i!******************rtrt*^I
,ua'ourul
rnflltratlon
CEILING 1
WALL 1
SI,AB ON GRADE
Gross Fl.oor Area
Unheated Floor Area
Net Floor Area Effectlve Floor Factor Effective Floor Atea
Iemperature Belolt
Outside Tenperature
LAUNDRY ROOM fotals
Downnard Los6
Upltard L,oss
Totals
rnfiltration
CEILTNG 1
WALIJ 1 i GLASS 1
GLASS 2
.SUSPENDED OVER UNHEATED
**************l**********:t***t***********t************************l**tt********r
*rt*****t*****t*******t(***r.****************************************J.*****:l*****r
RooN: MASTER BATH
3,914 Btu/h
1,303 Btu/h
2 t724 Btu/h
2 ,9'1 5 Btu/h
1,530 Btu/h
12 ,446 Btui l-
0
t(- u, u
I6.J I
r(- .LI.u
- zv r
t13/11.,tLg!E 1l:13 3lf 14IEO 1]H,-J F*T.:E U 1
********tr*tt****i**+*rr***trJr*******************************************ir*******r
R,OoN: }{ASTER BEDROOM
fnflltration
CEILING T
WALL 1
GLASS 1
SUSPENDED OVER UN}IEATED
;rosg Floor Area
Jnheated Fl-oor Area
'IBt Floor Area lffective Floor Factor lffective Floor Area
416 ft.
n F+
416 f,r.
1008
416 ft.
8,320 ft.
415 ft.
{40 fr.
96 ft.
o. s0 /hr. 85 F R-30,0 e5F R-19.0 85F
R - 2,0 85 F
6,436 Btulr.
L ,I:19 Btu / r-
l-,539 Etu/r.
4 , 080 Btui:.
13 t234 5tu;:.
0 R- 0.o an o r
R- 1r.0
-20 F
I , 18 3 Btu/ l-.
{82 Btu/r.98{ Btu/i.
893 Btu/!:
85 Btu/i-
3 ,521 !}Eu/r,
R- 0.0
75.'7 |R- 11. 0
-20 F
{ASTER BEDROOM
)ottnward Loss 9.4 Btu/h /ft. 3498 Btu,/h lpward L,oss :f.s ntuin 7tt. 13234 Btu/h Tota18 40.2 Btu/h /r-r.. ioltz atuTn :**************:ltl+*******************************************************rt*rni
r*******************************************i******t******r*******rt*******ttrrn
:OONI: MUDROOM
Total
Supplemental Heat Floor Cover R-Value
FLoor Surface Tenp Fl-oor Insulation
Temperature Below
0. 50 /hr, 85 F R-30.0 85F R-19.0 85F R- 2.o 85F R - 2.o 85 F
Total
Supplenental Heat Floor Cover R-VaIue Floor Surface Temp FIoor fnsulation
Tehperature Below
Inflltration
cErlrilG 1
WALL 1
DOOR 1
GI.ASS 1
USPENDED OVER, UNHEATED
ross Floor &rea nheated Floor Area et Floor Area ffective Floor Factor ffective Floor Area
1,530 ft.
170 fr.
243 ft.21 ft.2 t:'.
170 fr.o ft.
170 tt.
1008
170 ft.
JDROOM Totals
)wnward LoEs )ward Loss 8,0 Btu/h /ft. r35s Btu/h
Totatg 21.3 Btu/h /ft. je2? Btu/h
'*******t!r******:r*****..3?;l*lll{}-{fl;,,*********1:i:.:::ii;":r**t**************
g3/Lt/I]gE 1l r 13 ][':r{trO7?!,lt t::F,ii,f I I
***********************!t*******************************t**************tt*******t'
Roon: NOOK
Inf iltratl-on
CEILING 1
WALE 1
DOOR 1
GIASS 1
SUSFENDED OVER TNHEAfED
GrorE FLoor Area
Unheated Floor Area
Net Floor Area Effectlve Floor Factor Effestive Floor Area
NOOX Totals
Downward Lose
Upward LoEE
Total.s
Infiltratiop
CEIIJING 1
WALL 1
GI,ASS 1
GI.ASS E
SUSPENDED OVER UNHEATED
GrosE Floor Area
Untreated Floor Area
Net Floor Area Effectlve Floor Factor
Eff,ective Floor Area
2s2 ft.0 ft.
252 ft.
1008
252 fX.
8.3 Btu/h /ft.29.8 Btu/h /ft.
38. 1 Btu/h /ft.
0.50 /hr. 85 F
R-30.0 85F
R - 19.0 8s F
R- 2.0 85P
R - 2.0 85 F
TotaI
gupplemental Heat
Floor Cover R-Value Floor Surfac€ fernp
Ftoor rnsulation
Temperature BeIow
20e8 gtu/h
7505 Btu/h
9603 Btu/h
0.50 /hr. 85 F R-30.0 85F R-19.0 85F R- 2.0 85F R- 2.0 85F
TotaL
Supplenental Heat
Floor Cover R-Value
Floor Surface Tenp FIoor Insulatiqn
Ternperature Below
2, e68
252
225
56
50
1,754 Btu,
714 Btu,'532 Btu,
2,380 Btu;
2,125 Bti.
?,505 88.
0
R- 0.0
?o q F'
R- ll.0
-20 F
€t
f+
ft.
CI
f+
* * * * * * * * * * * * * * * * * * *****,s*rt* *** i + ** * *** * *** *** * * tri* ****** ** r* **i {. * * * * * * * * * * * i i r ,
*******************!r************************t*l***********!rt ************rl*rrir r
Roon: STUDY
2,?00 ft.
300 ft.
359 fb.I fr.
85 ft.
2,088 Btu.
850 Btu,
1,235 tstu,
340 Btu,
3,513 Btu,
8,126 Btu.
0
R- 0.0
78.5 F
R- 11.{j
-20 F
300 ft.0 it..
300 fr.
100t
300 ft.
STUDY TotalE
Downward L,oss 8.2 Btu/h /ft. 2464 Btu/h Upward Loes 2?.1 Btu/h /ft- 8125 Btu/h fotatB 35.3 Bru/h /ft. losgo Btu/h ******************t*****************t***************t*t**************r******ri"
Total Project: 070695 95 Ir.rIey Resldatlcc
lotal Net Btu/h,s Required: 18I,,428
5 c=3
a a
i
I \I
t--r\1
lss
^
-r<5(\
-^--.
3 q>
0
-o
,4 U-
yJ l, '2
Jd)I
c& ra lY --z I \ ol
$r vbI
D <4 ,ci 1:' --8,
-1 \J -t f9
\
Js ri o*
tr &u
oo V
J\
1)tz
c ')-
A
{
A
-/,I I n
d
P
4
3
-.t I
'ar {5 a-
\
{
\
Y
v 9r
o
7 .:\{6 -1 d ..\:{
I t\ t
7 €
.,-- -;v T}l/l d*
-\t sl i-it-
s-1 f,t*
-,.+$
:..nr
l-3
""{a.\,J i'3 a
I 5 -1 :
_*:Y€
{
+a
rnf
.fl
--JJ
1
"t uS EE lr \IJ
a .u€g\n
-ri \-\)
3*;ti-
€ .. -'-
.-t-<\-,r:
5 c\r
I Lo
L
o J
$t r.
xt t \.1 -
rt$
.
l
{ v."
g'li,-
-. t-\ -.
v .*
--:
\t't-$\-<
"-.!-
-1 c
:
.-.t (l
r.l)rs
E Gl
h Inter-ilIountain
Afngineeringrta-
SOILS AND FOUNDATION II,TVESTIGATION
FOR
.
PROPOSED RESIDENCE
LOI 7, FOREST GIJEN SUBDrVrsroN, roI{N oF vAr[
EAGLE COUNTY, CoLORADO
PREPARED FOR:
![R. RON RILEY
PROJECT NO.95-0082c
!{ARCH 27, L995
; zo)
77 Metcalf Boad' #200 ' Box 978 o Avon, Colorado 81620 . Phone: g49-5072 . FromDenver Direct: g93-1531
l420VanceSlreet . Lakewood, Coloradog0215 . phone: 232-01Sg
wrsrsffi q+.t
-oi zgszo i.*
zl-.{..a-z+-e5;-"$
INDEX
coNclJusIoNs
SCOPE
STTE LOCATTON Al{D DESCRIPTION
STTE TNVESTIGATION
SUBSURFACE AND GROIJNDWATER CONDITIONS
PROPOSED CONSTRUCTION
EXCAVATION DIFFICULTIES
FOI'NDATTON RECOI,TMENDATIONS
SI,AB CONSTRUCTTON
GROUNDWATER AND DRAIN SYSTEU
REINFORCING
CRAWL SPACE COVER
BACKFILL AND SI'RFACE DRAINAGE
I.AWN IRRTGATION
MTSCELI,ANEOUS
LOCATTON OF TEST BORINGS
SUMMARY OF TEST BORTNGS
SUMMARY OF TEST BORINGS
SWELL-CONSOLIDATTON TEST RESUI.TS
DETAIL OF PERIPHERAL DRATN SYSTET,f
2
2-3
3
3-4
4
5
5
5-6
6-7
7
, 7-8
8
8-9
9
9-10
DRAI.{TNG 1
FIGURE 1
FTGIJRE 2
FTGURE 3
FIGURE 4
2
coNCLUgroNg
1.. Subsoil conditl-ons are falrly uniforn over the site with o.i-t"
1;9 fget of T_o-psoit over silty to !layeyt gravelly SAND nixed witfr 'r'opsorr over clayey SAND with ang.ular cobbles and-b6ulders to the rnaximun depth explored ot ii i;"4.
.2. ^ Thg proposed residence should De roundecl on the undisturbed clayey sAlfD with cobbles and bould.eis,below any Topsoil and orqanics ;iih conventional sp.read footings designed for a nafinun soit ;;;;ilg pressure.of 2ooo psf.
3. Per Ordinance No. 5, the Town of Vail. official maps were reviewed.Lot Z is not classiiied as lvinc -
within a geologicarry sensiiir"'ur"..
SEOPE
This report presents the resurts of a soirs and Foundation
rnvestigation for the proposed residence to be constructed on Lot
7, Forest cren subdivision, Town of vair, Eagle county, col0rado.
The investigation, was prepared by neans of test borings, ,and
Iaboratory testing of sampies obtained frorn these borings.
The purpose of ttris fiundation exploration was to determine
the various soir profite components and the engineering
characteristics of the foundation rnaterials, and to provide
criteria from a geotechnical point of view, for use by the
structurar engr.neers in preparing the foundation design, and the
design engineers and architects in preparing grading and drainage
3
plans.
SITE IJOCATION AND DESCRIPTION
The site is 0.570 acres lot located on the east side of the
GIen Falls lane cul-de-sac off of Nugget, Lane in East Vail, Eagle
County, Colorado. The topography of the site is moderate to steep.
There were approxinately 2 feet of snow on the ground with some
wiLlows sticking through. Drainage is to the northwest. The lot
is vacant.
8TTE TNVESTTGATTON
tt" tt"ta t"*stigation perforrned on Marctr 20, LggS consisted
of drilling, logging and sanpling 2 test borings. The locations of
the test borings are shown on Drawing No. 1.
The test borings were drilled with a 4-inch dianeter
continuous flight power auger, track rnounted. Summaries of the
test borings logs are detailed on Figure No. L & 2.
Laboratory sarnples were obtained at selected intervals by
advancing a california thin tube and a standard Split spoon
samplers into undisturbed soil, with a 140 pound hammer falling :O
inches.
These sarnples were returned to our laboratory, inspected and
classified in accordance with the Unified Soil Classification
Systen and the test boring logs were edited as necessary. To aid
in classifying the soil-s encountered, and to deterrnine general soil
charact,eristics, selected laboratory test (mo5-sture content, unit
Refer to the suntnary of test borings, Figrure No. rs L & 2.subsurfaee conditions are fairry uniforn with 0.5 to 1.o feet of Topsoir over silty to clayey, gravelly
'AND
nixed with ropsoil 0ver clayey
'AND
with angular cobbres and boulders to the rnaximun depth explored of 25 feet.
overl0t grading has been done prior to this investigation on a por'tion of the rot, around 1975, in order to rel0cate the streau and to build the bern at the avalanche run_out zone.
No groundwater was encountered in any of the test borings at the tine of drilling.
weight, swellr/consolidation), were perforned
samples. Sunnaries of the test results are
I
on representative soil
shown on Figure No. 3.
Section 5, Chapter 18.69 of the
Town of VaiI official Maps were
Aecordingr to Ordinance No. 5r
Vail Municipal code the following
reviewed:
,
t') ?he debris f10w and debris avalanche hazard analysis rnap prepared by Arthur r' Mears, p.E., rnc, and dated Novernber 1984.2.) The rockfall nap prepared by Schnueser & Associates, fne.and dated Novenber 29, Lgg4.
Lot' 7 ' Forest Glen is not crassified as Geol0gically sensitive Area based on'the above naps.
I t.
I
5
PROPOSED CONAIRUCTTON
No specific design data has been provided, but for the purpose
of this anarysis, it has been presumed that the proposed residence wilr consr'st of 2 f100rs without a basement, and that l0ads wilr. be right' rf the proposed project differs significantly fron this
understandingr, a review shourd be rnade after the prans are more
complete.
EXCAVATTON DTFFTCU!rrEg
. . Very large boulders can be anticipated during excavati.on.
FOI'NDATTON RECO}'uENDATTON8
crayey-graverly
'AND with cobbres and boulders will be encountered in the foundation excavation. The proposed resid.ence
strourd be founded on conventional type spread footings designed for a maxinrum soir bearing pressure of 2,ooo psf. The footings shouJ.d
be constructed on the undisturbed clayey_gravelly SAND.
The footing excavations should be relativery smooth, free of debrisr. organics, Ioose soil, frost, and standing r{rater. Any over_excavations should be backfilred and cornpacted to 1oo percent
within 2 percent of optinurn rnoisture as determined by a standard Proctor Test (AsrM D-698). A representative of this office shourd be contacted to inspect the foundation excavation to verify that the soir conditions are the same as those anticipated in this report.
6
After all of the final grading is conpleted, the bottom of the
footings should be covered with a rnininun of 4g inches of backfill
for frost protection.
Voids left by the renoval of cobbles in the bottorn of the
footing excavation should be filled with lean concrete or a
granular soil with a maxinum particle size of 3 inches compacted to
1OO percent of Standard Proctor Density (ASTM D-Ggg), within 2
percent of optinun moisture.
The on-site soils, exclusive of Topsoil and organics are
suitable to support lightly loaded slab-on-grade construction. AII
excavations rnade for the foundations under proposed srab-on-grade
areas rnust be properry backfirred with suitabre rnateriar cornpacted
to a nininurn of 95 percent of the naximun standard proctor oensity
(ASTM D-698). The on-site soils, exclusive of topsoil and
organics are suitable for use as bac)<fill. Due to the high content
of sobbles and boulder, it wiII be necessary to screen out rocks
larger than 3 inches prior to using this, material as backfill.
:.Before the backfill is praced, arr water and loose debris shourd be
removed from these excavations.
Prior to the construction of concrete floors, the undLsturbed
subgrade, free frorn topsoil and organics, should be proof conpacted
nith a loaded rubber-tired loader to a uniform high density.
special care should be taken in areas where underground utilities
have been installed.
7
The floor slabs should be reinforced, and joints should be
provided at the junctions of the slab and the foundation walls, so
that a small arnount of independent movenent can occur without
causing damage. The slabs should be scored in accordance with the
American Concrete fnstituters recommendations to control cracking.
A granular rnat (-3/4 inch gravel, with less than 5 percent
passing No. 200 sieve), should be provided below the floor slabs.
This should be a minirnurn of four inches in thickness. The purpose
of this granular nat is to provide a capillary break between the
subgrade and the slab.
GROI'NDTATER AND DRAIN SYSTEI{
while no ground water was encountered at the tirne the field
investigation was conducted, it is possible that seasonal
variations will cause fluctuations, or for a water table to be
present in the upper soils during the spring months, or after
prolonged periods of rain. A foundation perimeter drain as
detailed on Figure No. 4 is recommended to reduce the risk of
surface water infiltrating the footing subsoils.
..
RETNFORCING
The foundation should be well reinforced and rigid enough to
withstand di.fferential settlernents. Walls retaining earth should
be designed to resist an equivalent fluid pressure of 50 pcf for an
rractiven case assurning a leveI drained backfill condition.
Foundation walLs retaining earth when restrained to move should be
I
rnove shourd be designed to resist an eguivalent fluid pressure of
70 pcf for an rrat restrr case.
CR}r'J APACE COVEN
when rnoist soits are encountered in the excavation, the ground.
surface in crawr space areas should be covered with an impervious
rooisture barrier seal-ed against the footings. This will herp to
reduce hunidity in the crawr space area. The crawr space shourd be
vented.
BACKFTTJIJ AND 8I'RFACE DRATNAGE
The backfilr praced around the foundation warrs shourd not
settre excessively after conpletion of construction and the top one
foot of the backfill material must be relatively irnpervious. The
on-site soiLs, exclusive of Topsoil and organics,are suitable for
use as backfill. Due to the high content of cobbres and bourders,
it wilr be necessary to screen out rocks larger than 6 inches prior
to using this naterial as backfill.
:nackfirl shourd be noistened or dried to near its optinun
moisture content and compacted to at least 90 percent of tbe
naxirnuro standard Proctor Density. structurar backfiLl should be
cornpacted to at reast 9s percent of the maxirnum standard proctor
Density.
surface water running toward the structure from upslope areas
shourd be diverted around and away frorn the buirding by rneans of
drainage swales or other sirnilar measures.
9
The finaL grade should have a positive slope away from the
foundation wal-Is on a1t sides. A rnininum of 12 inches in the first
10 feet is reconmended. Downspouts and sill cocks should discharge
into splash blocks that extend beyond the lirnits of the backfi1l.
The use of long downspout extensions in place of splash blocks is
advisable.
LAWN IRRIGATION
Do not install sprinkler systerns next to foundation. walls,
porches or patio slabs. If sprinkler systens are installed, the
sprinkler heads should be placed so that the spray from the heads,
under fu1I pressure, does not fall within five feet of foundation
walls, porches or patio slabs. Lawn irrigation rnust be controlled.
ff the future owners desire to plant next to foundation wall-s,
'porches or patio sIabs, and are willing to assume the risk of
structural damage, etc., then it is advisable to plant only flowers
and shrubbery (no lawn) of varieties that reguire very little
moj.sture. These ffowers and shrubs should be hand watered on1y.
}TTSCELLANEOUS
The reconmendations provided herein are based on experience in
the area and from the on-site field expJ.oration. The inforrnation
obtained forrn the field exploration and laboratory testing reflects
subsurface conditions only at the specific locations at the
particular tirnes designated. subsurface conditions at other
locations and times nav differ fron the conditions at these
F
I
locations... The extent of any variations between the test borings
may not appear evident until excavation is perforrned. However,
only ninor variations are expected. ff during construction
conditions appear to be different, this office should be advised so
re-evaluation of the recornrnendations nay be nade.
This report has been prepared for the excLusive use of Mr.
Ron Riley for the specific application to the proposed resid.ence
structure to be located on Lot 7, porest Glen Subdivision; Town of
VaiI, Eagle county, Colorado.
The findings and recommendations of this report have been
prepared in accordance with localIy accepted professional
engineering standards for sinilar conditions at this time. There
is no other warranty, either expressed or irnplied.
Sincerely,
INTER-MOIJNTAIN ENGINEERING, LTD .
#,- Er**t
Luiza Petrovska, P.E.
Project Engineer
.Lot 74
Lot 8
(,
$v \x\V
Lot 6
c1
,FV
\'
Unplotted
O)
o
1.+,v
CV
B-1
o
LpT 7
B-2
o
LOCATION OF TEST BORINGS
PROPOSED RES\DENCE
Lot 7, Forest Glen
Town of Voil, Eagle CountY, Colorodo
PrePored for:
Mr. Ron RileY PRoJECT N0, 7S_00A2G
DATE: J- 27- 95 SCALE: ,_ /" = 40'DRA$'{ 8Y:
L. p.
DATE oRtLLEo: ,"'"n? 1995
tNG No' ' o
E LEVAT IO N:
a Callfornla Thln Iube SanPler
A Standard Split spoon SanPler
SUMMARY OF TEST BORINGS
PROPOSED RESIDENCE
Lot 7, Forest Glen
Town of UaiT' Eag\e
Prepared fori Ron
Subdivlslon
CountY, Colorado
Rlley
pnoJEcr No.: 95-0092G
F IGURE NO': I
O BoRtNG No. z O
oATE DRtLLEDT March 20, 1995
ELEVATION:
Z'#ffi ""^""oNoFMAr€RraL
r*i^l'^,F' I
1."',''
1"ffi
1.,
1-l 11""""'""'"--ffi,
.-IJMMARY oF TEST BoRINGS
PROPOSED RESIDENCE
1'o! 7' Forest Glen Subdivision.
Town of viif, Eagfe Countyr Colorado
?rePared for: Ron Ri leY
PFroJEcr No.: 95 -0082G
F IGUR E NO.: 2
s
J J
u.t
I
z
E
=
z
0
-2
-4
0.1
SAIN?L E CF
AO IKSFI
70 s\{,EL L,/CONSOL, _ SAI'IPLE FLOODED aTL.3-XSF
NAT. \"OISTURE CONTEI{T 6.4 T;
NAT DiY DENSITY TO3,T . FCF
)<
EORTNG 1rrg. B-2
DEPTH 10'
IJ lJ I tr.t f>-',t>,lo
I ll z o
tr
=o
z
0.t 1.0 LoAD txsFl
SAI'i?LE OF Clavey-eiavelly SAND '
r0 103
\rOlSTU 3 E CONT ENT-_94_r;
7o SWf llru CO1SOU.sAr/,P15 FLOCDTD Arlq-KSF D R Y DE:r-SITY 121' 6
SWELL - CONSOLIDATION TEST BESULTS
}ROPOSED RESIDENCE
Lot 7, Foresc Glen Subdlvlslon
Town of Vail, Eagle County, Colorado
Prepared for: Ron Riley
rrOrtct rO 95 -.0082G
r'6,gcg,rg 3
r
FOUNDATION
WALL
POLY_ETIJ E LENE MOtSTUREI u,n^ttl.t GLUEo ro FoUNDATDN
I9.P. PNE fOqT OF BACKFILL SHOULD BE RELATIVELY --
IMPERVIOUS FILL. SLOPE AWAY FROM BUILDING.
MINUMUM OF 6''OF 3/4 INCH. GRAVEL
3;;?^gttotffo TRfiPfiArF.a ErerD ,.
PER Foor ro sEwER TNY.pfi '{"E;;5iilr' B?,,i' J'oF &T-,tofllERAL suBDRArN
GEOTEXTIL E
ttlf0,['^^Jf?N oR
DETAI!_OE_pERtpHERAL DRATN SYSTEM FOR FOOTTNG TYP- nouruDaliol-"'
Figure
PROPOSED RESIDENCE
Lot 7, Forest G len
Tovn of Vai1, EAgle
Prepared for: Ron
Subd iv is ion
County, Colorado
Ri 1ey
r
!
PO|_Y-ETHE LENE MOtSTUREI r*At[l.* GLUEo ro FouNDAloN
Eo't,8Uu'PBI.??,9€8f ''"IMPERVIOUS FILL, SLOPE AWAY FROM BUILDING.
MINUMUM oF G" oF 3,/4 INCH. GRAVEL
€t,,+iiJr'+l'trffi trfl,,8f.'Pr',;,,^,-suMp puMp on oavlronrEo.
GEOTEXTIL E
ttlf0L'o*'f9N oR
DETAI_L_OE pEgtpHERAL DRATN SYSTEM FOR FOOTTNG TYPE rOUru0nTiotrr-"'.
Figure
PROPOSED RESIDENCE
Lot 7, Forest Gl en
Town of Vail, EAgle
Prepared for; Ron
Subd iv 1s lon
County, Colorado
Ri 1ey
T?onald H, T?;tuy
June 5, L996
Dan Stanek
Brr j I ri i no T)pn,a ri- mcnt
Town of Vail
75 So. F rrnl..anc Qd.
Vail, CO 81657
Dear Dan,
As we discussed over the phone. I'd like to rej,nstate my lapsed building permit on Lot T Forest Gl-en. Last summer when we commenced
excavation v/e ran into up to 15 feet of top soil not identified in the soils report. We were forced to shut down the project unti-l we cou1d sofve the problem. By using good compatible soil_from the Commons project, we are ready to
reconmence buildinq. Thank you for your help in this matter.
Sincerely,
t* [,0,.
Ron RiJ-ey V
cci Randy Nicholson, El_k Ridge Bui-Lders
KK/ CO
228 Bddge Street, Tail,9olorado 8t6s7 , 3o3-4764to9/4tso
o gTRUCTURAL DEgIGN PARTNERgHIR rNc.
AuquoI?b,1996
Mr.Randy Nicholson
Elk Ridgc 9uilders
1520 E. Mulberry, 9uii.c160
FoftColllna,CO 605?2
r Re:Re: OftsecrNlOx?G Fluah 6eam atEnt;ry
.,KJlat T,caVonca-
OcarRandyc
Inthefirctfloorframinq,thercisaWlOx26fluehbeam running parallelwiththefloor
joieto whlch wae lo be centered under the 2x6 inlerior wall at lhe riqhl' oida of the
anlry,
This fluoh beam aupporto column loado from the roof and Znd floor. Thle bcam ended
up bclnq sfr wl1"h a 5' off set to the lett, of its int'ended loaation, with only 2 112" of
beanng attheZxG wall.
fo provldefullbearlny of the ZxO columns in the tu6 wall,2-11 /18" flush microlam
bcamo have becn addcd tlght No lhe riqht 6ide of lhe tN1Ox26 flush beam. Thcec
micrlolamo wlll alao provide f ull bcarin4 of the W1Ox26 fluah
t.haflush baam of the entry, ao shown in det'ailDlAll.
which beara on top of
hip,lnc.
3OZ 27b'175O , Fax5O1 279-4354 . BOl 12r.h s||ecL . Gollen, Colorado OO4O1
o o
o
2*t- 3r?1e l,aJP{I,fara,-T?rE O7 EUrl2-Y
?/4'TAc- Eb. d1 .,
'ffi'88"r3#LlL,tao
rt,. I i gt'(EH
>P FLLL
o?P?fr Alotzto F.JJ-'=Jbn e
O?olzbllta o
E , 9?s 454 3634 SUPER I OR TRU55
N0.863
P,03
P.1
aol8AOn
eu( Brool'Lw BEB.,J'E r2.@5c0 v a 53
F
llllEr oflt m|oF$r) rntiTo
Wobh;t'0!|)
6.00[rU
I E l
3.50liz
9ql): F:o+o,o|fl
slilIi$F;il#
iitfiiffiilFfi;
ffiffilffiffiffi,ffihiff:l
lff,arttor+tn l*ttt1t{.St
IRAc|NO ?oroltoig
e9T g}|onD ttlffi"mn '",br P$rrn
"'c't'
916,
4x4t
+#
,l a-E# *llue
!|ilH,*, iis LtltID.f lnanaaa I .t f F.pltr.|hcr yIS w. , .urctl
il{,tu o$} (B
'Xll
I#Fhfif_$_ ffi
/97
o r tI'
gl/lo 99t 07 I I 979 454 3654
1.5x4
4
13
14 SxSe
9x8r
SUFER I OR TRU55 P.02
ocT.31.19S 4raaPlt N0. t?5 P,1
UTOER
s.oorfi
ff
<.l 4x12..
3
rr(frlDcEn*rri*.rJo'rr.o Wy4I
1.5x4 u 89
12
6x1O j
t5
1 l=w 1
5.50lT2
orrrQ(Y):
l+t t*t $a
l$-eoarl, Poao.ot oI p,T:cp,, rr'o.oo
to|Dm(ED -" rctr toJ T@t rdo lctr 0.0 ,BoD! r00
2a13a
l,?0(20tr)
OhrP
1.||/10{
ftlo*t0{0br).
foro+nno llleltglo:.aorer. BRAolto
; ;--^-: It-tjl-i.iliiryffi ToPor{oio |s!T.:,::g..1r ..,rra.dhp.cr.Fr ofroRD ?.-IJ1:TJ *ij-..: 5rr,,
l4fDc.r6p) 36nrf
ff*"ion'iffiiffdst:*' mrgo'D lffiiffih;'rir''-J;;'"*' !!lx68FFlr0Fit€,rt€txrlHrd&ud oENEilLiEfAtRlont!'
smEBf llll*ffiler,tNlrrrrFf€r{o2
-
" Ill$Sifi$j?fi?fl0tffi*roro}roBoqrnrsnEH?rEor?HErru8s.}- z, tfu;tr rrlt rp, o.| otr !trf,. ?o axm m|n ru{Dtxa rrrrrudrmn cutlr ||rigflilll (i.r!!r) t'13a,"*tro.rriUo+l . TqFr'r€3Howil![uliD;! -' -
tA! lbi t.iatia-oja-L. ri--- - - - !. Al? cH tn' cox Plttllooo ouss6lc lo rlg{ llcr. /rrrH!r^^r rr.|r'a.^-hAA -ar
rse*r- :5 l:ffiss{rl-.zlioo.a*,,r" ffit
#SSBiffibtffi S{|l1ff,tt$t.y' '$Fr't{'r{''rf or,at''itJ,0-rr.0t.r}rtrrf z6 'rur' t*nnae$ra-Dr.+rr-47-;;;t"o]ilii-,1.2rrar{6., &r2r2cl9.}r,.ta'
, Hs*;;;r***,sr,*r**#sds..*rr*.,'$lffi*[ rouprinrrr.6i,r;or-';;;;;"ffi;ff:il#
thtrfn
x)Notct030i
4x8=
E
ll ?i4
r)2 fr
4x10 I
SDAO|NO 2+0 Phh|l|lcltf l.ts l|,|nlaa Inorr. l.ts i.ptil|]htr yE$Ood. UBC€{
DEFL 0a) ooc) Udofl vril(tt) 03e t.Ylt 66a vr!(rQ o.Ia tar$ Ez fic{|(tU .oJt t0 ih
Mrn lrtEh , Ll d.i ! !€11
?
,.*'nftk
"':;i:^n
t\
,.{,u
l'Y*^'b"
,fiq
t 'L .'/,1'o
"
",)$r^l
I
t7 o a
t
suPBRroR TRUSS l4orAcroRYRoAD o ' EATON, CO 80615
Phone: (970) 454-3686 Fax: (970) 454-3634
QuoteTo: O ELKRIDGE
fuotation
Job No: 2402
Pagc: I
Dalc: 08-21-1996
Projeot lD: b2178
Project:
Model:
]lock No:
,ot No:
Contact:Sitc:Oftice:Deliver To:
I,OT 7
FOREST GLEN
VAIL
Account No:
Designer: MR
Salesman:
Quotc No:
Name:
Pione:
T€ntntive Deliverv Date:
Profile:Qty:Tnrss Id:Span:Truss Typc:Slopc:LOH ROH
^A
6 A-DJ
38 lbs. cach
6-rl-12 MONO t.00
0.00
l-4-0 0-0-0
I A.IIl
113 lbs. each
21 -ll -8 ROOT'TRUSS 8.00
0.00
I -4-0 140
.q^I A-Uz
113 lbs. each
2t -11 -8 ROOI- TRUSS
2 Rows Lat Brace
8.00
0.00
0,0-0 0-0-0
s 0-5-6
,,&I A.IIG
I 18lb6. each
2t -11 -8
2X4/2X8
ROOF TRIJSS t.00
0.00
I -4-0 l -4-0
,@h A-HG2
l09lbs. each
21 -11 -8
2X4/2X6
ROOF TRUSS t.00
0.00
0-0-0 0-0.0
s 0-5-8
f)\.J A0l
84 lbs. each
2l-tr-8 ROOF TRUSS
3 Rows Lst Brace
E.00
0.00
I -4-0 I -4-0
-,<r\4 A02
85 lbs. each
2l-lr-E ROOF TRUSS
4 Rows Lat tsrace
t.00
0.00
l-4-0 0-0-0
s 0-5-8
/(1-\J A03
67lbs ea.h
2t-ll-8 ROOF TRUSS
5 Rows Lat Brace
E.00
0.0{.)
0-0-o 0-0-0
s 0-5 8 r'3 B
66 lbs. each
12-2-0
2X6/2]{4
MONO SCISSOR
I Row Lat Brace
E.00
5.50
l-4-0 0-r)-0
I c01
l04lbs. cach
19-3-E
2X6t2X4
MONO SCISSOR
3 Row Lht Brace
E.00
5.50
u-0-0 0-0.0
4 2 c02
l04lbs. each
19-3-8
2X6/2><4
MONO SCBSOR
5 Rows Lat Brace
t.00
5.50
0-0-0 0-0-0
4 c03
98 lbs each
t9 - 3 - 8
a6/2X4
MONO SCISSOR
2 Rows Lat Brace
E.00
5.50
0-0 0 0-0-0
s 2'4-0
.4 2
(l) z'Ply
CGR
l20lhs- cach
19-3-8
2X4nX6
MONO SCISSOR 8.00
550
0-0-0 0,0-0
3 CJ.A
5l lbs. cach
9-10-7 ROOF TRUSS 5.66
0.00
t-10"t0 0-0-0
4 I CJ.E
40 lbs ee.h
8-5-13
2X3nX4
ROOF TRUSS 5.66
3.95
l-10-10 0.0-0
-4 I cJ-I.'
37lbs. earh
8-5-13
2X6/2><4
ROOF TRUSS
I Row Lat Br.cc
5.66
3.95
t-10-I0 0-0-0
A I CJ-G
42lbs. each
9 - r - ll ROOF TRUSS 5.66
0.00
0-0-0 0-0-0
t CJ.Q
42 lbs cach
8-s-13
2Xit2X4
ROOF TRUSS 4.24
2.56
t-10-t0 0-0,0
4 I D0r 14 - 5 - 8
2X3/2X4
R@F TRI]SS
I Row Lat Brsce
8.00
5.50
I,4-0 0-0-0
I D03
90lbs each
19-3-8
1X5nX4
MONO SCTSSOR t.00 0-0-0 0-0-0
s 2-4-O
SUPERIOR TRUSS l4oFACroRYRoAD o " EATON, CO 80615
Phone: (970) 454-3686 Fax: (970) 454-3634
QuoteTo: O ELKRIDGE Job No: 2402 Pagc: 2
Dnte : 08-21-1996
ProjeotlD: b2178
Prujact; I
Model: I
ilock No:
,ot No:
Contact I Site: I Ofrcr:Deliver To:
LOT 7
FOREST GLEN
VAIL
Account No:
Derigner: MR
Sal€s&etr:
Quotc No:
Name:
Phone;
Tentitive l)eliverv Daft :
Profile:Qty:Truss Id:Span:Truss Type:Slope:LOH ROH
3 D04
90 lbs. each
19-3-8
2X6/2X4
MONO SCTSSOR t.00
),)u
0-0-0 0.0-0
s 2-4-0 p t
(l) 2-Ply
DGR
89lbs. each
14-5-8
2X6DX8
ROOF TRUSS E.00
s.50
I-4-0 0-0-0
I 2 E-EJ
30lbr- cach
6-0-0
zxit2X4
ROOF TRUSS 8.00
5,50
I -4-0 0-0-0
c I EOI
52 lbs. each
10-0-0
2X3nX4
ROOF TRUSS
I Row Lat Brace
E.00
5.50
1-3-10 0.0-0
"4
1 802
46 lbs cach
l0-0-0
2X3t2X4
ROOF TRUSS 8.00
5.50
1-4-0 0.0-0
"/
2 E03
69 lbs. each
l0-0-0 ROOF TRUSS
2 Ro\l/s Lat Br.ce
t.00
5.50
I -4-0 0.0-0
"/
.'D04
6'l lbs. cach
l0 - 0 - 0 ROOF TRUSS 8.00
5.50
l-4.0 0-0-0
s 2-2-8
4 1 D05
32 lbs. e.ch
10-0-0
2y3t2X4
ROOF TRUSS E.00
5.50
I - 4.0 0-0-0
| 2-2-a
4.I E06
31 lbs. e.ch
t0-0-0
2y3t2X4
ROOF TRUSS 8.00
5.50
1-4-0 0,0-0
s 2-2-8
"e I EGR
52lbs. esch
10-0-0
2><3t2X6
ROOF TRUSS
2 Rows Lat Blace
8.00
5.50
l-3-10 0-0-0
4 5 F
32 lbs. each
6-0-0
2X6l2X4
ROOF TRUSS 8.00
5.50
0-0"0 0-0-0
A 1 F',o1
6E lbs. each
13-0-0
2X6nX4
ROOF TRUSS
I Row LBt Brace
t.00
5.50
I -4-0 0-0.0
A I F02
7l lbs. each
13-0-0
2xdnu
ROOF TRUSS
2 Rows Lat Brace
t.00
5.50
I -4-0 0-0-0
A I F03
77lbs. €ach
13-0-0
D{6/2l{4
ROOF TRUSS
2 Rou,s Lat B$ce
E.00
5.50
I -4-0 0-0-0
A 3 F04 13-0-0
1X6t2X4
ROOF TRUSS
2 Rows Lst Braco
6.00
5.50
1.4-0 0-0-0
I FGR 13-0-0
2X4l2X6
ROOF TRUSS
I Row Lat Bracc
t.00
5.50
t-4-0 0.0-0
A I G-HG 8-10-0
2X4nX6
ROOF TRUSS E.00
0.00
1-4-0 0-0-0
A G0r
3l lbs. cach
6-70-8 R@F TRUSS 8.00
0.00
0-0-0 0-0-0
.A I GGR
64lbs. e..h
8-10-0
2X4t2X6
ROOF TRUSS
I Row Lat Bracc
t.00
0.00
I -4-0 0-0-0
/A 2 J 13-6-0
7X6bX4
ROOF TRUSS t.00 0-0-0 0-0-0
SUPERIOR TRUSS t4oFAcroRYRoAD o " EATON, CO 80615
Phone: (970) 454-3686 Fax: (970) 454-3634
H:ffi", o JobNo: Z4O2 Pags: 3
Date: 08-21-1996
Projeot ID: b2178
Projccl I
Model: I
|lock No:
,ot No:
Conlact:Site: I Offrce:Deliver To:
LOT 7
FOREST CLEN
VAIL
Account Nq:
Designer: MR
Soicamefli
Quot€ No:
Name:
Phone:
Fx:
Tentltivc Delivcrv Date:
Profile;Qty:Truss Id:Span:Tnrss Type;Slope:LOH ROH
6 JOOA
8 lbs. each
0- 11 -12
2X4nX6
ROOF TRUSS 7.94
0.00
t -4-0 0-0-0
,t
.,JOIE
13lbs. each
1-10-9
2X3nX4
ROOF TRUSS 8.01
5.51
t.4-0 0.0-0
,JOl F
13lbs. each
t-10-15
2X3t2X4
ROOF IRUSS t.0t
5.52
t-4-0 0-0-0
z,
I JOlG
) | tbs. eath
2-10-2 ROOF TRUSS 8.00
0.00
I -4-0 0-0-0
',J01Q
12lbs. each
1-10-15
2X1/2X4
ROOF TRUSS 6.01
3.51
I -4-0 0-0-0
A
6 JO2A
? lbs. each
2-tt-12 ROOF TRUSS t.00
0.00
l-4-0 0-0-0
A
I JOzG
14lbs. each
2-10-8 ROOF TRUSS t.00
0.00
0-0-0 0-0-0
F
2 JO3E 3-10-9
2X3t2X4
ROOF TRUSS E.0l
5.50
I,4-0 0-0-0
2 JO3F
2l lbs. each
3-10-15
2X3t2X4
ROOF TRUSS 8.01
5.51
I -4-0 0-0-0
.z 1 JO3G
20 lbs. each
4-10-2 ROOF TRUSS E.00
0.00
I -4-0 0-0-0
',J03Q
2l lbs. each
3-10-15
28nX4
ROOF TRUSS 6.01
3.51
1-4-0 0-0-0
,1
6 JO4A
20 ibs. each
4-11 -12 ROOF TRUSS 8.00
0.00
I -4.0 0-0-0
I I JO4G
20 lbs. each
4-10-8 ROOF TRUSS 8_00
000
0.0-0 0-0-0
2
(l) 2-PlY
JGR
/9 lbs. cacn
13-6-0
2X4nX8
ROOF TRUSS t.00
5.50
0-0-0 0-0-0
,A\I JII
74 lbs. each
13-6-0
2X6t?X4
ROOF TRUSS t.00
5.50
0-0-0 0-0.0
4 K
I lbs. cach
l8-0-0
1X6t2X4
QUEEMOST 8.00
5.50
I -4-0 I -4-0
.A l3 L
90 lbs. each
16-0-0
2X6nX4
KINGPOST 8.00
5.50
I -4-0 I -4-0
.A 3 103
85 lbs. each
16-0-0
x6rzx4
KINCPOST E.00
5.50
I -4-0 0.0-0
s 0-3-8
.e ,LGRT
84 lbs. each
t6-0-0
?x4f2x6
KINGPOST 8.00
5.50
1-4-0 | -4-A
(l) 2-Ply
LGFUI
88 lbs. cach
17-3-13
,xalrx6
F'INK 7.39
5nr
I -6"0 I-6-0
SUPERIOR TRUSS l4oFAcroRYRoAD o ' Elrory co 80615
Phone: (970) 454-3686 Fax: (970) 454-3634
H:ffi"" O JobNo: Z4O2 Pago: 4
Date: 08-21-1996
ProjeotlD: b2178
Project: Block No:
Model: Lot Nol
Contaat:Sitc:Offrcc:Deliver To:
LOT 7
FORBST GLEN
VAIL
Account No:
Designcr: MR
Solestrlan:
Quote No:
Name:
Phofle:
Tentative Deliverv Date:
Profile:Qty:Truss Id:Span:Truss Type:Slope:LOH ROH
I M01
l00lbs. each
t9-8-4
2X6/2X4
QI'EENPOST
2 Rows Lat Brace
t.00
5.50
I-4-0 0-0-0
I M02
l0l lbs. each
19-E-4
2X6/2)(4
QUEENPOST
3 Rows Lat Brace
t.00
5.50
l -4-0 0-0-0
I M03
101 lbs. cach
19-E-4
2X6nX4
QUEENPOST
2 Rows Llt Braae
E.00
5.JU
I -4-0 0-0-0
9 N.EJ
2l lbs- cacl
4-3-8
2Xi/2){4
ROOF TRUSS E.00
5.50
1-4-0 0-0-0
.|
(l) 2-PlY
N-HG
82 lbs. each
t9-4-12
2X4/2X6
ROOF TRUSS t.00
J.50
l -4-0 0.0-0
I N01
86 lbs. each
19-4-12
2X6nX4
MONO HIP 8.00
5.50
l-4-0 0-0-0
&I N02
93 lbs each
t9-4-12
2X6nX4
COMMON t.00
5.50
l -4-0 0.0.0
,4h I N03
104 lbs. each
t9-4-t2
2.J{6n){l
COMMON
2 Ro$ts Lat tsrace
8.00
5.50
i-4-0 0-0-0
/d\t I N04
I 13 lbs. each
t9-4-12
?x6/2X4
QUBENPOST 8.00
5.50
l-4-0 0-0-0
7
( I ) 2-Ply
NGR
80 lbs. each
14-8-8
2X4/2X8
COMMON 8.00
5.50
l-4-0 0-0-0
-4 I Q-EJ
29 lbs. each
6-7-0
1X6t2X4
MONO SCISSOR 6_00
3.50
l-4-0 0-0-0
3 I Q-EJz
32 lbs. each
6-0-0
D<3/2X4
ROOF TRUSS 6.00
3.50
I -4-0 0-0-0
A I Q-DJ3
29 lb6. eaah
6-0-0
2X3/7X4
ROOF TRUSS 6.00
3.50
l-4-0 0-0-0
A 1 Qr
66 lbs. esah
12-0-0
2X3nX4
ROOF TRUSS
I Row Lat Brf,cG
6.00
3.50
l -4-0 0.0-0
A I Q2
68 lbs. each
72-0-0
28nX4
ROOF TRUSS
I Row Let Bracc
6.00
3.50
t-4-0 0-D-0
A I Q3
60 lbs. each
12-0-0
2Jt6t2J<4
ROOF TRUSS
2 Rows Lat Bracc
6.00
0.00
I -4- 0 0-0-0
.d4
I QGR 12-0-0
x4t2x6
ROOF TRUSS
I Row Lat BBce
6.00
3.50
I -4.0 0-0-0
4 s
45 lbs. each
t-0-0
2XnX4
sclssoR E.00
5.50
l-4-0 I -4-0
^e
4
(2)2-Pty
x
40 lbs. each
7-0-0
2X4l2X6
MONO HIP i.00
5.20
1.4-0 0,0-0
.<t\3
(l) 3'Pb
Y
131 ths cfh
20-0-0
7X6nXA
TINK t.00
o(m
0-0-0 0,0-0
SUPpRTORTRUSS
J4o_fAcroRY_RoAD O . EATON, CO 80515
Phone: (970) 454-3686 Fax: (970) 454-3634
T:l;", a JobNo: 2402
Page: 5
Date: 08-21-1996
ProjectID: b2178
Projecl Block No:
Mod€l: Lot Noi
Contrct;Site:Office:Deliver To;
LOT 7
FOREST GLEN
VAIL
Account No:
Designr: MR
Ssl$ntan:
Quotc No:
Namc:
Phone:
Tentative Deliverv Date:
Profile:Qty:Truss ld:Span:Truss Type:Slope:LOH ROH
MISC. ITEMS
Quantity:
196
9
2l
35
1
5
,)
4
Description:
H2.5 CLIP
Ai4
LU-26
HUS-26
suR-26
SUL26
HGUS-28-2
HUSzl0
Dear Valued Cuslomer,
Attached are copics ofyour 172 engineered tuss calculatiorL along with a tuss lsyout.
We cncourage you to revicw lhis paokage wilh your clienls and employeec, taking time to
discuss and confirm trurs profilcs, counts and spans. Please call our offrce wilh any suggestiors
aad / or changes to this package- These Calculation are based on idomation providod by the
plans in our possession and any documented discussions oflhose plars. Ifthcre are any deviations
from the plans please notiry us &nm€diately. We strive lo give you the b€s product on the
market and are here to meet your needs. Thank you for yoru busines.
Unl€ss not€d otherwise, prices are good for 45 dals.
Total Truss Price: S10,83 L93
Misc. Items: $313.10 Total: $11,145.03
Sales Tax: ( 3 %): $334.35 Delivery: $450.00
SellingPrice: $11,929.38
LOADING (ps0
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
Truss Type
ROOF TRUSS
SPAC|NG 2-O-O
Plates lncrease 1.15
Lumber lncrease 1.15
Reo Slress Incr YES Code UBC-94
DEFL (in) (loc) l/defl
Verf (LL) 0.37 6/5 705
Vert(TL) 0.48 6/5 537
Hoz(TL) 0.07 5 n/a
Min Length / LL dell = 360
BRACING
TOP CHORD Sheathed or 2-9-9 on center purlin spacing.
BOT CHORD 1-7:6-3-0, 6-7:6-3-0, 5-6:6-3-0.WEBS 1 Row at midpt 2-7,7-3,7-4
LUMBER
TOP CHORD 2 X 4 SPF 21OOF 1.8E
BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2X3SPFNo.3 SLIDER Left 2 X 4 No.2 SPF-G 4-1-8, Right 2 X 4 No.2 SPF-G 4-1-8
REACTfONS (lbs/size) 1=251110-54,5=2511/0-5-8
Max Hoz 1=247(load case 3)
Max Uplift 1=-443(load case 4), 5=-443(load case 4)
FORCES
TOP CHORD 1-2=-2664, 2-3=-1862,3-4=1 862, 4-5=-2664
BOT CHORD 5-6=2086, 6-7=2086, 1-7=2086 WEBS 2-7=-667,3-7=1oo7,4-7=-667
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1,33. Both end verticals are exposed.
2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to upln as follolvs: Two each connectors at joint(s) 1 , 5
3) A plate rating reduction of 20% has been applied for the green lumb€r members.
LOAD CASE(SI Standard
ELK RIDGE/RILEY RES./JOB #2402
3.300 e SeD 20 1 lnc. Thu Aug 22 07:47:5419%Page 1
, -1-+0 I 5-t11 | 1G11-12 I . 1et10 | 21-11-8 12$3-8
$5.14 t5-14 tt 14 s$.14
4x4 t
3
8.oo F
3x4 i'3x4.
2 4 (9
o 4x4 .\
4x4 \'
o ol
Fl o
o
Td
o
1
8x1 Q=
5
8x10 =
21-11-8
1G11-12
Plate Offsets (X,Y): [1 :0-0-0,0-0-0], [5:0-2-14,0-0-0]
4x4 -
PLATES GRIP
M20(209a) 149/110
Weight: 84 (lbs)
Job
82178
Truss
AO2
trusstype J
ROOF TRUSS
oty
4
Plv
I
o
ELK RIOGE/IIILEY REs. I JOB #2402
)R TRUSS 3.300 e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 07:48:01
, ,r-ao r stta , lGl1 {
1-+0 t5-14 $$11 $t14
4x4=
3
4x5 -.'
4
1.5x4
5
8.oo F2
4x4 r
4x4 t
1
6x10
<Yt
€
co
o oI
o
il
r;t:
! 1Gr1-12 | 21-e0 21C1-8
1G11- 12
Plate Offsets (X,Y): [1 :0-0-4,0-0-01, [6:G1-8,0-24]
LOADING (psfl
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2-0-0
Plates Increase 'l .15
Lumber Increase 1.15
Rep Stress Incr YES Code UBC-94
csl TC O.97 BC 0.81 wB 0.85
DEFL (in) (loc) l/defl
Vert(LL) 0.33 7tG 765
Vert(TL) O.44 1E 583
Hoz(TL) 0.06 6 n/a
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 1491104
Weight: 85 (lbs)
LUMBER BRACING
TOPCHORD 2 X 4 SPF 1650F 1 .5E 'Except' TOPCHORD Sheathed or 2-213 on center purlin spacing,
1-32X4 SPF 2100F 1.8E exceet end \r'erticals.
BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 1-8:6-10, 7€:6-3{, 6-7:6-3-0.WEBS 2 X 3 sPF No.3 'Except' WEBS 1 Row at midpl 2-8, 8-3
4-5 2X4 HF-G Stud 2RowsatlBpts 46
SLIDER Left2X4 No.2 SPF-G 4-1-8
REACTfONS (lbs/size) 1=24761O-5-8,6=2476O-54
Max Hoz 1=355(load case 3)
Max Uplift 1 =-437(load case 4), 6=-376(load case 4)
FORCES
TOP CHORD 1-2=-2608, 2-3=1805, 3-4=-1805, 4-5=0, 5-6=-714
BOT CHORD 6-7=1 952, 7-8=1 952, 1 a=2o42
WEBS 2-8={.72,3-8=943,4€=-s59,46=-2561
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom ohord dead load, 100.0 miles from hurricane
oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1.33, Plate Increage = 1 .33. Both end verticals are expos€d.
2) Special hanger required to support concentrated loads.
3) Hanger recommended for connection of truss to bearing walls due to upliff.: H2.5 at ioint(s) 1 , 6.
4) A plate rating reduction of 20% has been applied for the green lumb€r membe6.
LOAO CASE(SI Standard
Job
a2178
Truss
A03
Trussrvne I
ROOF TRUSS
Qtv Ply
1
I
ELK RIDGE/RILEY RES./JOB #2402
4x5 \'
5
6
G!8 S2-6
s.oo rz
3.300e Sep20 1995 MiTek Industties, Inc. Thu Aug 22 07:48:08 1
++8 ,2-6 , 1OS1 , 1d2-2 , 2t-2-8 zt-&o
5-s.14 &s14
4x4=
4
(t)
o
1.5x4
2
1.5x4
t5 il
-G&8 1G&4 , 21-2-8 21.8,0 '-
Plate Offsets (X,Y) : [1 :0-1 -8,0-2-4], 17 :O-1 -8,0-2-41
LoADING (psfl
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2-0-0
Pfates lncrease 1.15
Lumber Increase 1.15
Rep Stress Incr YES Code UBC-94
csl TC 1.00 BC 0.82 wB 0.95
DEFL (in) (loc) udefl
Vert(LL) 0.32 817 795
Vert(TL) O .42 1 19 6Os
Hoz(TL) 0.06 7 nla
Min Length / LL defl = 350
PLATES GRIP
M20(209a) 1491104
Weight: 87 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1 .5E TOP CHORD Sheathed or 2-0-3 on center purlin spacing,
BOTCHORD 2 X 4 SPF 1650F 1.5E except end verticals.WEBS 2 X 3 SPF No.3 *Except' BOT CHORD 1-9:6-3-0, 8-9:6-3{, 7€:$}0.
5-72X4 HF-G Stud, 1-32X4HF-GStud WEBS l Row at midpt 94
2 Rows at 1l3 pts 5-7. 1-3
REACTfONS (lbs/size) 1--245810-54.7.245810-5-8
Max Hoz 1=306(load case 3)
Max Uplift 1 =-373(load case 4), 7=-373(load case 4)
FORCES
TOP CHORD 1 -2=-730, 2-3=O, 34=-1T17, 4-5=-17ft , 316=0, 6-7=-714
BOT CHORD 7-8=1931, 8-9=1931, 1-9=1976 WEBS 1-3=-2557, 3-9=-619, 4-9=912, A9=-5ffi, +7=-2534
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 -33, Plate Increase = 1 .33. Both end verticals are exposed.
2) Special hanger required to support concentrated loads.
3) Hanger recommended for connec-tion of truss to bearing walls due to uplift.: H2.5 at joint(s) 1 , 7.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(S) Standard
Job
82178
Truss
A-E.J
TrussType !
MONO
Qtv
o
Ply
1
o
ELK RIDGE/RILEY RES.IJOB #2&2
3.300 e Sep 2() 1995 MiTek lndustries, Inc. Thu Aug 22 07:47:
r .1-+0 | 97-0 | 6tt12
|
3-+12
1.5x4 tl
3
1-40 97-0
(o
ro (,
O,r ol
51
1 .5x4 't
Plate Offsets (X,Y): [1 :0-0-0,0-0-0]
LoADING (pst)
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPACING 2-0-0
Plates Increase "1.15
Lumber lncrease 1.15
Rep Stress Incr YES Code UBC-94
csl TC 0.46 BC 0.30 wB 0.31
DEFL (in) (loc) Ydefl
Vert(LL) 0.08 114 956
Vert(TL) 0.11 114 736
Hoz(TL) 0.@ 4 nla
Min Length / LL defl = 360
PLATES GRIP
M2O(2Oga) 149/110
Weight: 38 (lbs)
LUMBER BRACING
TOP CHORO 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing,
BOT CHORD 2 X 4 SPF-G No.2 except end verticals.
WEBS 2 X 3 SPF No.3 BOT CHORD 1-4:6-3-0.
SLfDER Leff.2 X 4 No.2 SPF-G 2-5-7
REACTIONS (lbs/size) 1=934/0-5-8,4=680/0-5€
Max Hoz 1=332(load case 3)
Max Uplift 1=-65(load case 3), 4=-232(load oase 3)
FORCES
TOP CHORD 1 -2=-464. 2-3=0. 3-4=-304
BOTCHoRD 1-4=350 WEBS 24=-468
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions tl5.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. The left end vertical is exposed and the right end vertical is not exposed.
2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls dueto uplift as follorrvs: One conneclor at joint(s) 1,4.
3) A plate rating reduction of 20% has been applied forthe green lumber members.
LOAD CASE(S) Standard
Truss
A-H1
Truss Type
ROOF TRUSS
,1-+0, L*14
1-+0 +u14
1
8x10=
&11-12
vl1 12
ELK RIDGE/RILEY RES./JOB #2402
USS e Sep 20 1 Inc. Thu Aug 7:121996 Page
&11- 12 , 12-'11,12 , 17-t10 21-11-a , 233.8
+G0 ++11 +r14 1-4-0 +tt4
4x5 1l
4
4x4 -
C'
o,
(o
IA l;-!T
'r -I
o
8x10 -
--1--------- ::'
+G0 &11-12
8.oo ll,
2x4 r
Plate Offsets (X,Y): [1 :0-0-0,0-0{1, [6:0-2-14,0-0-0]
SPAC|NG 24-O
Plates lncrease 1.15
Lumber Increase 1.15
Rep Stress Incr YES Code UBC-94
2X4SPF-G No.2'Except.
3-42X4SPF't650F 1.5E
2X4SPF-GNo.2
2X3SPFNo.3
Left 2 X 4 No.2 SPF-G 3-4-9, Right 2 X 4 No.2 SPF-G 3-4-9
(lbs;/size) 1=251 I lO-5-A, 6=251 1/0-5-8
Max Hoz 1=-205(load case 2)
Max Uplift 1 =-443(load case 4), 6=-443(load case 4)
1 -2=-2788, 2-3=-2198, 34=-1 826, +5=-21 98, $6=-2788
6-7=21 50, 7 -8=1826, 8-9=1 826, 1 -9=21 50
2-9=-41 4, 3-9=387, 4-9=0, 4-7=3a7, 5-7=-41 4
BRACING
TOP CHORD Sheathed or 1-9-12 on center purlin spacing.
BOT CHORD 1-9:6-3-0, 8-9:G3-0, 7-8:G3{, 6-7:6-3-0.
LoADING (ps0 TCLL 80.0 TCDL 1s.0 BCLL O.O BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
SLIDER
REACTIONS
FORCES
TOP CHORD
BOT CHORD
WEBS
NOTES
csl TC 0.92 BC 0.86 wB 0.42
DEFL (in) (loc) l/defl
Vert(LL) 0.17 8n 999
Vert(TL) O.22 716 999
Hoz(TL) 0.07 6 n/a
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 149/110
Weight: 113 (lbs)
1) This kuss has been designed for the wind loads generated by 100.0 m.p.h- winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 wiih exposure C (ASCE 7-93). Lumber
Increase = 1 ,33, Plate Increase = 1.33. Both end veriicals are exposed.
2) Provide adequate drainage to prevent water ponding.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due lo uplift as follows: Two each
connectors at joint(s) 1 , 6.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(SI Standard
Job
8.2178
Truss
A-H2
trussrype !
ROOF TRUSS
Qty
1
Plv
1
t
ELK RIDGE/RILEY RES./JOB #2402
,ERIOR TRUSS
1.5x4
2
3.300eSep20 1995 MiTek Industries, Inc. Thu Aug 22 07:47:221996 Page 1
-+3,8 +2-6 , &&4 , 12-&4 , 17-2-2 , 21-2-8 21t-UO
csl4 +s6 0$8
8.oo FZ
4x5'.
?
1.5x4
+s14 1-G0
4x4= 4x5 tl
45
(',
o,
(o
rclT
31
109
3x6 =
3x4 =
7
1
4x6 =
11
3x8 =
.++8 &&4 I 1r-& | '1-"8
Plate Offsets (X,Y): 11 :O-1 -12,0-2-41, [5:01 -8,-0-3-81, [8:0-1-12,0-2-41
LOADING (ps0
TCLL 80.0
TCDL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2-0-0
Plates lncrease 1.15
Lumber Increase 1.15
ReD Stress lncr YES Code UBC-94
csl TC 0.89 BC 0.85 wB 0.84
DEFL (in) (loc) l/defl
Vert(LL) 0.16 10/9 999
Vert(TL) o.2O 1t11 999
Hoz(TL) 0.07 8 nla
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 1491104
Weight: 1 13 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.2 .Except. TOP CHORD Sheathed or 2-3-0 on center purlin spacing,
4-5 2 X 4 SPF 1650F 1 .5E exceot end verticals.
BOTCHORO 2X4SPF-GNo.2 BOT CHORD 111:6-30, 10-11:6-3-0, 9-10:S3-0, 8-9:6-3-0.WEBS 2 X 3 SPF No.3 'ExceDt' WEBS 1 Ro/i at midpt 1-3. 6-8
1-3 2X 4 HF-G Stud, 6-8 2 X 4 HF-G Stud
REACTfONS (fbs/size) 1=2458fr-5"8,8=2458/G5€
Max Hoz 1=264(load case 3)
Max Uplift 1=-373(load case 4), 8=-373(load case 4)
FORCES
TOP CHoRD l -2=-635, 2-3=0,3-4=-2099,4-5=-1744, s-6=-2085, 6-7=0, 7{=-619
BOT C HOR D 8-9= 1 959, 9-1 0=1732, 1 O-1 1 =1732, 1 -1 1 =2024 WEBS 1-3=-2669, 111=-357, 4-11=333, 5-1'l =21, 5-9=307, &9=-290, 68=-2632
NOTES
1) This truss has been designed for the wind loads generated by 100-0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 wilh exposure C (ASCE 7-93). Lumber
Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed.
2) Special hanger required to support concentrated loads.
3) Provide adequate drainage to prevent water ponding.
4) Hanger recommended for connection of truss to bearing walls due to uplift.: H2.5 at joint(s) 1,8.
5) A plate rating reduction of 20% has been applied for the gre€n lumber members.
LOAD CASE(S) Standard
Job
82178
Truss
A.HG
Truss type !
ROOF TRUSS
otv
1
Plv
,|
o
ELK RIDGE/RILEY RES./JOB #2402
6x8 =
5
2x4 |
4
rP
t?_o
9r
"il o_
SUPERIOR TRUSS
11 10 6 6xB =
1Ox10 =
, -1-44 , !$11 611.12 , 1611-12 , 1+11-12 1&t10 , 21-11-8 , 2'$8 ,
1-+0 1.S14 3514 +G0 +G0 3t14
6x8 =
3
8.oo [1',
3.300 e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 07:47:36 1996 Page 1
10x14 -.
ui
rn
Plate Offsets (X,Y): [3:G0-0,o1-8], 15:0-0-0,01-81, [7:0-0-s,0{-01, [8:0-0-0,G5-8], [9:0-0-0,0-]81, [11:0-0{,05-8]
LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPAGING 2.0-O
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr NO Code UBC-94
csl TC 0.87 BC 0.75 wB 0.76
DEFL (in) (loc) l/defl
Vert(LL) 0.20 4 999
Vert(TL) O.?7 4 960
Hoz(TL) 0.07 7 nla
Min Lengh / LL defl = 360
PLATES GRIP
M20(209a) 1491104
Weight: 118 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1 .5E .Except- TOP CHORD Sheathed or 1615 on center purlin spacing.
3-5 2 X 6 SPF 1650F 1 .5E BOT CHORD 9-10:6-3-0, 8-9:6-30, 7-8:6-3-0, 1-11:6-3-0, '1G11:6-3-0.
BOT CHORD 2 X 8 SPF 1950F 1.7E WEBS 2X3 SPF No.3 *Except'
1'l-32X4 HF-G Stud,5-8 2X4 HF-G Stud
OTHERS 2X 1O DF 1950F 1.7E WEDGE Right:2X10
REACTIONS (lbs/size) 1=49OSIO-7 -11 (input: 0-5-8), 7=4905rc-7-'l 'l (input: 0-48)
Max Horz 1=166(load case 2)
Max Upliff 1=-1048(load case 4), 7=-1048(load case 4)
FORCES
TOP CHORD 1-2=$722, 2-3=-64N, }44116,4-5=-61 16, 5-6=-6400, 6-7=-6722
BOT CHORD 7-8=5182, 8-9=5345, 910=5345, 'lG1 l =5345, 1-11=5182 WEBS 2-11=N2,3-11=1883, 3-9=1 231 , 4-9=-842,5-9=1231 , 5-8=1883, 6-8=202
NOTES
1) This truss has been designed for the wind loads generated by 1ff).O m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f boftom chord dead load, 100.0 miles from hunicane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
lncrease = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
2) Provide adequate drainage to prevent water ponding.
3) SIMPSON HUS26 recommended to support concentrated load from member(s) perpendicular to kuss at joints(s)
8, 11. at joints(s) 6.
4) A plate rating reduction of 20% has been applied for the green lumber members.
5) Requked bearing size at joint(s) 1 , 7 greater than input bearing size.
LOAD CASE(S)
1) Lumber Increase=1 .15, Plate Increase=1 .15
Continued on paqe 2
Job
82178
Truss
A-HG
TrussType !
ROOF TRUSS
Qtv
1
Plv
1
t
ELK RIOGE/RILEY RES./JOB #2402
SUPERIOR TRUSS 3.300eSep20 1995 MiTek Indushies, Inc. ThuAug 22 07:47:37 1996 Page2
LOAD CASE(S)
Uniform Loads (lbs per fr)
Vert:1-2=190.0, 2-3=-190.0, 3-4=-190.0, 4-5=-190.0, 5-6=-190.0, 5-7=-190.0, 7€=-20.0, 8-9=-269.4, 9-10=-269.4, 10-1 1=-269.4, 1-11=-2O.A
Concentrated Loads (lbs)
Vert:1 =-253.3. 7=-253.3. 8=-1396.9. 1 1 =-1396.9
Job
B.2174
Truss
A-HG2
rrussType !
ROOF TRUSS
Qtv
1
Plv
1
o
ELK RIDGE/RILEY RES./JOB #2402
iUPERIOR TRUSS 3.300 e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 07:47:45 1996 Page 1
-G$8 t2-6 G&4 1G&4 , 1+&4 , 1A-2-2 21-2-A 21-84
G98 $2-6 !$14 +G0 +0-0 3tt4 3s6 GS8
1.5x4 tl
4
8.oo rt
1.5x4 .'1 .5x4 t
4x12 -'4x8'.
6xO ll 4x4-
5
tt)
(r)
rr)
9T 9l r-l
l.;
1:
13 12
5xB =
3x4 =
11
3xB =
10 9
8x10 =tt
6x10 ll
1
4x10 tl
-+18 C&4 / lGS4 I 1+e1 l 21-2-8 zl-&P
Plate Offsets (X,Y): [1:0-0-8,0-0-13], [3:0-1-8,0-1-12], [6:0-2-8,-0-4-4], [8:0-2-0,0-1-8], [9:0-0-0,G441
LOADING (psf)
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPACTNG 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
ReD Stress lncr NO Code UBC-94
csl TC 0.87 BC 0.35 wB 0.85
(Matrix)
DEFL (in) (loc)
Vert(LL) 0.09 10rg
Vert(TL) 0.12 10/9
Hoz(TL) 0.04 8
Min Length / LL defl = 360
l/defl
999
999
n/a
PLATES GRIP
M20(20ga) 149t1o4
Weight: 109 (lbs)
LUMBER BRACING
TOP CHoRD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 1-9-3 on cenler purlin spacing.
BOTCHORD 2X6SPF 1650F 1.5E BOTCHORD 11-12:6-3{, 1G11:G}0, 8-9:6-3-0, 1-13:6-3-0, 12-13:5-3-0,WEBS 2 X 3 SPF No.3 *Except. 9-10:6-3-0.
6-92X4HF-GStud SLIDER Left2X616s0F 1.5E SPF 1-1 1-13, Risht2X61650F 1.5E SPF 2-4-7
REACTIONS (bs/size) 1=1916/0-5-8, 8=2608/0-5-8
Max Hoz 1=144(load case 3)
Max Uplift 1=4&4(load case 4), 8=-629(load case 4)
FORCES
TO P C H o R D 1 -2= -237 7, 2-3= -1 931, 3- 4= -201 1, 4-5=-201'1, $6= -2o1 1, 67 = -2922, 7 a= 4296
8OT CHoRD 8-9=2379, 9-10-24C0, 10-11=24oo, 11-12='1574, 12-'t3=1574, 1-13=1777
WEBS 2-13= '54,3-13=221, 311=708, 411=-14, 6-11=-629, 6-9=1657, 7-9=26
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with elposure C (ASCE 7-93). Lumber
Increase = 1.33, Plate Inorease = 1.33. Both end verticals are expoaed.
2) Provide adequate drainage to prevent water pond;ng.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: Two each
connectors at joint(s) 1, 8.
4) A plate rating reduction of 20% has been applied for the green lumb€r membe6.
LOAD CAsE(s)
1) Lumber Increase=l.15, Plate Increase=1.15
Uniform Loads (lbs per ft)
Vert:1-2=-190.0, 2-3=-190.0, $5=-190.0, 6-7=J90.0, 7-8=-190.0, &9=-20.0, 9-10=-269.4, 1-13=-20.0
Concentrated Loads (lbs)
Vert:9=-1396.9
Job
82178
Truss
B
Truss Type !
MONO SCTSSOR ELK RIDGE/RILEY RES
Plate Offsets (X,Y): [8:0-0-0,0
, -1-40, 4'0-11
1-+0 4-G',t 1
e,we e esP 4v ,
&1-5
|
+0"11
12-2-O
4-0t l
3x6 -
6
8.00 12
4x4
3x6 rs
4 ,.i
4x5 "?
5.50 FZ
, s11-0 1?:2-0
t s11-0 830 *** Overlapping Plates ***
REVIEW REQUIRED
-'t-81
ro
(o
,.d I ' /4ld la /"/ 10 ld ===-2$ I
--.''j'/ a o t/- 4x4':: g
F-
2x4 t
2
rttr',w t{
1
5x6';
I
3x4 ::o
o
LoADING {ps0 sPAclNG 2-0-0 csl TCLL 80.0 Plates Increase 1.15 TC 0.84 TCDL 15.0 Lumber Increase 1.15 BC O.74 BCLL 0.0 I Rep Stress Incr YES WB 0.83
BCDL 10.0 | Code UBC-94 | (Matrix)
DEFL (in) (loc)
Vert(LL) 0.10 9/8
Vert(TL) 0.13 9/8
Hoz(TL) 0.07 7
Min Length / LL defl = 360
l/defl
999
999
n/a
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 2-4-8 on c
BoT 0HORD 2 X 4 SPF-G No.2 except end verticals.WEBS 2 X 3 SPF No.3'Except' BOT CHORD 1-9:$0-1 1, 8-9:6-3-0.
1-22X6SPF 1650F 1.5E, 1-32X4 HF-G Stud WEBS l Rowat midpt 1-3
OTHERS 2X4 HF-GStud
REACTfONS (lbs/size) 1=1471 lG5-8, 7=122610-3-A
Max Hoz 1=713(load case 3)
Max Uplift 1=-1O7(load case 2), 7=-514(load case 3)
FORCES
TO P CHO R D 1 -2= -47 1. 2-3= 40. 3-4=-21 04. 4-5=-1 857, 5$=-66, &7=-268, 7-8=957
BOT CHORD 8-9=1598, 1-9=2292 WEBS 1-3=-2820,3-9=-364,5-9=509,5-8=-1463
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f boftom chord dead load, '100.0 miles from hunicane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 'l .33, Both end verlicals are exposed.
2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One
conneclor at joint(s) 1 .
3) A plate rating reduction of 20% has been applied for the green lumber memb€rs.
LOAD CASE(S| Standard
.tJoB#2&2
Tiru Aus 22 07.46. i 6 i996 Fagel
(t,
N
ro
o,{t *l
,l
uil
'-l
I
Ove
PLATES GRIP
M20(209a) 149t1o4
Weight: 66 (lbs)
center purlin spacing,
(
Job
a2178
Truss
c01
TrussType |!
MONO SCISSOR
otv
1
Plv
1
t
ELK RIDGE/RILEY RES./JOB #2402
RIOR TRUSS
B.oo llZ
4x'10 t
ro
@
d)
3.300 e Sep 20 1995 MiTek Industries, lnc.
, }$1 , 7-;'1 11-12 , r5+2'tSJ-6 r*+8
391 3+1 4-+1 $91 G1-1 +2.2
4x5 =I
3x8,,,
3x6,
6
4x6 ',
1.5x4 ll
4
4x12 t
3
11
6x8
10
6xO =
13
3x8 z
5.5oFZ
12
5x6z
Plate Offsets (X,Y): [1:0-1-12,0-2-81, [7:0-1-8,0-1-8], [11:0-]0,G]01, [12:0-0.0,0-3-81, [13:0-1-0,0-1-81
LoADING {ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
ReD Stress Incr YES Code UBC-94
csl TC 0.70 BC 0.85 wB 0.96
(Matrix)
DEFL (in) (loc)
Vert(LL) 0.39 13/12
Vert(TL) o.51 13112
Hoz(TL) 0.36 I
Min Len$h / LL defl = 360
Ydell
582
443
nla
PLATES GRIP
M20(209a) 149t1o4
Weight: 104 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.z 'Exoept' TOP CHORD Sheathed or 11010 on center purlin spacing,
2-5 2 X 4 SPF 1650F LsE except end verticals.
BOT CHORD 2X4SPF 1650F 1.5E'Except. BOT CHORD 1J3:4-5-11,1213:5-3-1,10-11:6-2-2,11-12:5-6-10.
1O-112X4 SPF-G No.2 WEBS l Rowat midpt 7-10 WEBS 2 X 3 SPF No.3'Exoept' 2 Rows at 18 pts 1-3
1-2 2X 6 SPF 1650F 1.5E. 10€ 2X4 SPF-G No.2
1-3 2 X 4 SPF-G No.2, 11-7 2 X 4 HF-G Stud
1O-72X4HF-GStud
oTHERS 2X 4 HF-G Stud
REACTIONS (lbs/size) 1 = 1963/0-5-8, 9=1976/G3-8
Max Hoz 1=111o(load case 3)
Max Uplift 1=-174(load oase 2), 9=-813(load case 3)
FORCES
TOp CHORD 1-2=-28A,23=22,3-4=-4771,4-5=-4821, 5-6=-4620, 6-7=-.1966, 7-8=-60, 8-9=-293, 9-10=1682
BOT CHORD 1 0-1 1 =1 631, 1 1 -12=331 1, 12-13=3279, 1 - l 3=41 53
WEBS 1-3=-5040, 3-13=199, 4-13=683, 6-13=1553, 6-11=-1433,7-11=19u7,7-10=-2307
NOTES
1) This huss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feel above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1.33, Plate Increase = 1.33. Both end verticals are oeosed.
2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplifi as follows: One
connector atjoint(s) 1 . Two each connec{ors atjoint(s) 8.
3) A plate rating reduction of 200,6 has b€en applied for the green lumber members.
LOAO CASE(S) Standard
Job
82178
Truss
c03
TrussType !
MONO SCTSSOR
0ty
1
Plv
1
I
ELK RIOGE/RILEY RES./JOB #2402
8.oo Il2
1-11-6 2-+0
(\l
3.300eSep20 1995 MiTek Industries, Inc. Thu Aug 22 07:48:431996 Page 1
3x10.
3x6,,.
6
11
4x6;
109
8x10 =13
1.5r4 rt
r:i
l#l II <t
oT
o
2x4
2
1
4x10 t
4x10.
3
1.5x4
4
12
3x10.
s.so llz
. 7-3.1 , ItG2 ,1&11-8, 1$18 ,
7-3-1 7-*1
16 t 1-8
!91 1-3-'l :l-6 , 1938 lf'z-+o
Plate Offsets (X,Y): l1:O-2-4,A-2-41, [8:0-3-12,0-3-01, l10:0.o-o,O-2-121,111:0-O-0,0-381, 112:G1-4,0-1-81
LoADING (ps0 TCLL 80.0 TCOL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2-0-0
Plates lncrease 1.15
Lumber Increase 1.15
Rep Stress lncr YES Code UBC-94
csl TC 0.91 BC 0.89 wB 0.99
(Matrix)
DEFL (in) (loc) l/defl
Vert(LL) 0.30 12/1 1 667
VertOL) 0.39 12111 508
Horz(TL) -0.07 I n/a
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 1491104
Weight: 98 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheaihed or 1-9-15 on center purlin spacing
BOT CHORD 2 X 4 SPF-G No.2 'Except' except end verticals.
1-112X4SPF1650F 1.5E BOTCHORo 1-12:4-11-1,11-121&2-1O,9-10:G3-0, 1G11:5-31.WEBS 2 X 3 SPF No.3 *Except' WEBS 2 Rows at 1B pts 1-3
1-2 2X6 SPF 1650F 1.5E, 1-32X4HF-GStud
12-62x4HF-G Stud, 10-8 2X 4 HF-G stud
OTHERS 2X4HF-GStud
REACTfONS (lbvsize) 1=1726/0-5-8,8=1725n4-8
MaxHoz 1=937(load case 3)
Max Udift 1=-133(load caee 2), 8=-700(load case 3)
Max Vert 1=1743(load case 5), 8=1807(load case 5)
FORCES
ToP CHORD 1-2=-283,2-3=206, 3-4=-4065, 4-5=4a52,5-6=-37l3, a7=J076, 7€=-951, 8-9=23
BOT CHORD 910=3, 10-11=2434, 11-12=2400, 1-12=3588
WEBS 1 -3=-4318, 3-12=-7 , 4-12=-657, 6-12=1666, 6{ 0=-1555, 710=-554, &1 0=2183
NOTES
1) This truss has been checked for unbalanced loading conditione about joint 8.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 mil€s from hunicane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One
connector at joint(s) 1 . Two each connectors at,ioint(s) 8.
4) A plate rating reduction of 20% has been applied for the gre€n lumber member6.
LOAD CASE(SI Standard
SUPERIOR TRUSS
trusstvne !
MONO SCTSSOR
1S1-6
it.1- 14 12-G6
+1-t4 4-G3 2-11.10 +2-2
G1-4 4x5
7
SxG t
6
4x8:.
3x6'. 5
t,4
11
10 I
6x10r'5x6-
12 6xB t
6x8';
ro
6
c.,
s.oo FZ
4x16 '.
3x4
I
o
F-
o
(o
@
1.5x4 :-
2
o
oT 13
3x4 --d;
1 0x10 $
s.so Ft
, &G4 12-06 , t602 , 1$18
&G,l 2-11-10 +3-5
P|ateofsets(X,Y):[1:0-4-12'0.0-9j'[1:0-5-8'0-2-0]'[5:0-2-4'0-1.8],[:0.1.o'o.1.8|'
LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O,O BCDL 10.0
SPACING 2-0-0
Plates lncrease 1.15
Lumber Increase 1.15
Rep Stress Incr NO Code UBC-94
DEFL (in) (loc) l/defl
Vert(LL) 0.28 13112 793
Vert(TL) O.37 13112 604
Hoz(TL) 0.17 8 n/a
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 1491104
Weight: 120 (lbs)
Sheathed or 3-6-11 on center purlin spacing,
except end verticals.
Rigid ceiling directly applied, or 1G00-00 on center bracing.
LUMBER
TOPCHORD 2X4 SPF-G No.2'Except'
1-42X4SPF 1650F 1.5E
BOT CHORD 2 X 6 SPF 1650F 1.5E WEBS 2 X 3 SPF No.3 .Exceot-
7-9 2 X 4 SPF-G No.2, 11-5 2 X 10 DF 1950F 1.7E
10-62X4 SPF-G No.2, 6-92X4 HF-G Stud
OTHERS 2X4 HF-G Stud SLIDER Left 2 X 4 No.2 SPF-G 3-1-3
REACTfONS (lbs/size) 1=31420-5-8,8=3997/0-3-8
Max Hoz 1=11o0(load case 3)
Max Upliff 1=-439(load case 2), 8=-1267(load case 3)
BRACING
TOP CHORD
BOT CHORD
FORCES
TOP CHORD 1-2=-9178,2-3=-9O80, 3-4=-a762,45=-8543, 5€=-4502, G7=-81, 7-8=-288, &9=3708
BOT C H O RD 9-1 O=37 27, I 0-1 1 =7909, 1 1 -1 2=867 3, 1 2-1 3=8648, 1 -1 3=7723 WEBS 2-13=539, 3-13=-576, 3l 'l =-675, S1 1=3683, 510=-4027, G10=5456, 6-9=-521 1
NOTES
1) 2-ply kuss to be connected together with 10d nails as follows: Top chords connected with 1 row(s) ai 12 inches
on center. Bottom chords connected with 2 row(s) at 5 inches on center. Webs connected with 1 row at 6
inches on center.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33. Plate Increase = 1 .33. Both end verticals are exposed.
3) Special hanger required to support concentrated loads.
4) Hanger recommended for connection of truss to bearing walls due to uplifi.: H2.5 at joint(s) | , 1 .
5) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD cASE(s)
1) Lumber Increase=1.15. Plate Increase=1.15
2 | elx nrocelnteY REs./JoB #2402
3.3@ e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22
Continued on
1996 Page 1
Job
8.2178
Truss
CGR
TrussTrne !
MONO SCTSSOR
Qtv
1
Plv
2
O
ELK RIDGE/RILEY RES-/JO8 #2402
SUPERIORTRUSS 3.300esep20 1995 MiTek Industries, lnc. ThuAug2209:10:161996 Page 2
LOAD CASE(sl
Uniform Loads (lbs per fi)
Ve:1-2=-190.0,2-3=190.0,3-4=J90.0,4-5=190.0,5-6=-190.0,6-7=-190.0,910=-20.0, 10-11=-20.0,11-12=-2O.O,12-13=-2o.o,113=-20.0
Concenlrated Loads (lbs)
Vert:11=-3200.0
Job
82178
Truss
CJ-A
rrussType I
ROOF TRUSS
otv
J
Plv
1l
t
ELK RIDGE/RILEY RES./JOB #2402
+1t-4 | $1G7
I
+11-1
@
rf)
(O
3.300 e Sep 20 1995 MiTeK Industries, Inc. Thu Aug 22 07:48:52 1
-1-rG10 338 , 6&15 , +1G.7
1-1G10 !18 &}E !!8
1.5x4 ll
4
q
4x4=
o_;l #
4xB
+11-4
1 .5x4 .\
Plate Offsets (X,Y): [1 :0-0-0,0-0-0]
LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O ECOL 10.0
SPAC|NG 2-O-O
Plates lncrease 1.15
Lumber Increase 1.15
Reo Stress lncr NO Code UBC-94
csl TC 0.97 BC O.42 wB 0.87
DEFL (in) (loc) l/defl
Verl(LL) 0.03 66 999
Vert(TL) 0.04 6E 999
Hoz(TL) 0.01 5 n/a
Min Length t LL defl = 360
PLATES GRIP
M20(209a) '1491110
Weight: 51 (lbs)
LUMBER BRACING
TOPCHORD 2X4SPF-GNo.2 TOPCHORO Sheathed or 3-8-10 on center purlin spacing
BOT CHORD 2 X 4 SPF-G No.2 except end verticals.
WEBS 2 X 3 SPF No.3 BOT CHORD 1-6:43-0, $6:6-3{.
SLIDER Left2X4 No.2 SPF-G 2-3-3
REACTIONS (lbs/size) 1=1190/0-5-8,5=1516/0-3-8
Max Hoz 1=333(load case 4)
Max Uplifl 1=-296(load case 4), 5=-394(load case 4)
FORCES O
TOP C HORD'l -2=-1 305, 2-3=-1 1 20, 3-4=251, 4-5=-588
BOT CHORD 5-6=738, 1.6=1032 WEBS 2-6=-249, 3-6=331 , 3-5=-1 1 22
NOTES
1) This truss has been designed forthewind loads generated by 10O.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f boftom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 wilh exposure C
(ASCE 7-93). Lumber Increas€ = 1.33, Plate Inorease = 1.33. The leff end vertical is o<posed and the right end vertical is not exposed.
2) SIMPSoN H2.5 conneotors recommended to connecl truss to bearing raalls due to uplift as follows: One connector at joint(s) 1 , 5.
3) A plate rating reduction of 20% has been applied for the green lumber members.
LOADCASE(SI
1) Lumber Increase=1.15, Plate Increase=1.15
Concentrated Loads (lbs)
Vert:1=-358.3
Trapezoidal Loads (lbs per ft)
Vert:1=0.0{o-2=-145.1 , 2=-145.1-to-3=-303.0, 3=€03.0-to-4=-453.4, 5=-47.7-to-6=-23.9,
1=0.0-to-5=-23.9
Job
82178
Truss
CJ-E
rrussrrne !
ROOF TRUSS
Qtv
1
Plv
,|
o
ELK RIDGE/RILEY RES,/JOB #2402
3.300 e Sep 20 1995 MiTek lndustries, Inc. Thu Aug 22 07:48:561996 Pagel
1.5x4
4
r+
(9
.o
T-ld
l.
T.
1i I +l 5l ql
1
1.5x4 3.es laz
LOADING (psf)
TCLL 80.0 TCDL 15.0 BCLL O-O
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Reo Stress lncr NO Code UBC-94
csl TC 0.84 BC 0.37 wB 0.60
DEFL (in) (loc)
Vert(LL) 0.03 3
Vert(TL) 0.05 3
Hoz(TL) 0.01 5
Min Length / LL defl = 360
Udefl
999
999
a
PLATES GRIP
M20(209a) 1491110
Weight: 40 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 3-3.3 on center purlin spacing,
BOT CHORD 2 X 4 SPF-G No.2 excepl end verticals.WEBS 2 X 3 SPF No.3 BOT CHORD 1-6:6-3{, 5-6:6-3-0.
REACTfONS (lbs/size) 1=121oto-4-15,5=852G3-8
Max Hoz 1=461(load case 3)
Max Uplifi 1=-277(load case 2), 5=-3o7(load case 3r
FORCES
TOP CH OR D 1 -2= -1 1 68, 2-3=-1 07 9, 34=O, 4-5= -377
BOT CHORD 5-6=1027, 1-6=0 WEBS 2-6=977,3-6=-197,3-5=-983
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f boftom chord dead load, 100.0 miles from hurricane oceanline, on a oategory | enclosed building, of dimensions 45.0 by 24"0 with exposure C
(ASCE 7-93). Lumber Increase = I .33, Plale Increase = 1 .33. Both end verticals are exposed.
2) SIMPSON H2.5 conneotoF recommended to connect lruss to bearing walls due to uplifi as follows: One connec.tor at joint(s) 1 , 5.
3) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(S) Standard
Job
82178
Truss rruss Type {!
ROOF TRUSS
Qtv
I
Plv
1
t
ELK RIDGE/RILEY RES-/JOB #2402
3.300eSep20 1995 MiTek Industries, Inc. Thu Aug 22 07:49:05 1996
-1-1G10,++2,&t13
1-1G10 ++2
Page
+1-12
(v,
(\o
(t)
s
o-
4l o.
.[.
ld T
1-
1
4x4 --3.esFZ
62-0 2-3-13 *** Overlapping Plates ***
REVIEW REQUIRED
Plate Offsets (X,Y): [4:0-1 -4,0-1 -41
LoADING (psf)TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2-O-O
Plates lncrease 1.15
Lumber lncrease 1.15
Reo Stress Incr NO Code UBC-94
csl
T'
BC
WB
0.98
0.53
0.67
DEFL (in) (loc)
Vett(LL) 0.06 6F
Vert(TL) 0.08 116
HozOL) 0.03 5
Min Length / LL defl = 360
Udefl
999
999
nla
PI-ATES GRIP
M20(20sa) 1491110
Weight: 37 (lbs)
LUMEER BRACING
TOPCHORD 2X4SPF 1650F 1.5E TOPCHORD Sheathed or 2-7-13 on center purlin spacing,
BOT CHORD 2 X 4 SPF-G No.2 except end verticals.WEBS 2 X 3 SPF No.3 *Except' BOT CHORD 1-6:6-3-0, 5-6:G3-0.
1-22X6SPF 1650F |.5E WEBS l Rowat midDt 1-3
REACTIONS (lbs/size) 1 = 1 005/0-5-8, 5= 1 064/0-5-8
Max Hoz 1=439(load case 3)
Max Uplift 1=-302(load case 2), 5=-359(load case 4)
FORCES
TOP CHORD 1-2=-557 .2-3=-85. 14=-917. +5=-1028
BOT CHORD 5-6=0, 1-6=1380 WEBS 1-3=-1540, 3-6=-728, 4-6=958
NOTES
1) This truss has been designed for the wind loads generated by 10O.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.t bottom chord dead load, 1m.0 mibs from hunicane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed.
2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follo\tr6: One
connector at joint(s) 1 , 5.
3) A plate rating reduction of 20% has been applied for the green lumber members.
LoAD cASE(Sl
1) Lumber Increase=1.15, Plate Increase=1.15
Concentrated Loads (lbs)
Vert:2=-358.3
Continued on Daoe 2
Job
8.2178
Truss Trussrrne |!
ROOF TRUSS
otv
1
Plv
1
I
ELK RIDGE/RILEY RES,/JOB #2402
SUPERIOR TRUSS 3.300 e Sep 20 1995 MiTek lndustries, Inc. Thu Aug 22 07:49:06 1996 Page 2
LOAD CASE(S)
Trapezoidal Loads (lbs per ft)
Vert:2=0.0-to-3=-196.6, 3=-196.6-to.4=-387.6, 5=-40.8-to€=-30.3, 1=0.0-to-6=-30.3
)
Job
82178
Truss Trussrype (!
ROOF TRUSS
otv
1
Plv
1
t
ELK RIDGE/RILEY RES./JOB #2402
3.300eSep20 1995 MiTek Industries, Inc. Thu Aug 22 07:49:10 1996 Page 1
1.5x4
3
o
<f (,
5
1.5x4
Plate Oftsets (X,Y): [1 :0-0-0,0-0-0]
LOADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPAGING 2-O-O
Pfates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr NO Code UBC-94
csl TC 0.86 BC 0.34
WB 0,91
DEFL (in) (loc) l/defl
Vert(LL) 0.02 5 999
Vert(TL) 0.03 5 999
HotzFL) 0.0'l 4 n/a
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 149n 10
Weight: 42 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 4-11 on center purlin spacing,
BOT CHORD 2 X 4 SPF-G No.2 except end vedicals.WEBS 2 X 3 SPF No.3 BoT CHoRD 1-5:6-3-0. 4-5:6-30.
SLf DER Left 2 X 4 No.2 SPF-G 3-4-2
REACTIONS (lbs/size) 1=971/0-415,4=971/0-$8
Max Horz 1=279(load case 3)
Max Uplift 1=-88(load case 3), 4=-246(load case 3)
FORCES
TOP CHORD 1-2=-938. 2-3=-0. 3-4=-436
BOT CHORD 4-5=805, 1-5=805 WEBS 2-5=92,2-4=-942
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.t. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = I .33, Plate lncrease = 1.33. The lefr end vertical is exposed and the right end rrertical is not exposed.
2) SIMPSON H2.5 connectors recommended to connect truss to bearing wallE due to upliff as follows: One connector at joint(s) 1 , 4.
3) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(S) Standard
Job
82178
Truss
LJ[rF(
rrussrvne I
ROOF TRUSS
Qtv
1
Plv
2
t
ELK RIDGE/RILEY RES./JOB #2402
3.300 e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 07:
, -1-4.o 6.{t12 , 9-2-15 , 12-3.2 . t1-$8 ,
1-!0 &0'12 t2-3 t2-3 2-0-6
4x4 11 6xG =
T-t:I
1
3x4 ll
5.50liz
6412 , 92-15 , 12-62 ,1!$8,
SS
F
o)
lf,
(o
ao
TT
YI
12.3 333 l-1l{&G12
3x4t 6 7
9
4x'12 ',10
11
Plale Offsets (X,Y): [2:0-44,0-1-8], [4:0-14,0-1-81, [7:0-2{,G1-81, [9:03-0,0-5-01, [1 0:0-1-4,0-2€1, [11:0-3-4,0-5-8]
LOADING (pst)TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2-O-0
Plates lncrease 1.15
Lumber Increase 1.15
ReD Stress lncr NO Code UBC-94
csl TC 0.80 BC 0.73 wB 0.81
DEFL (in) (loc)
Vert(LL) 0.18 11
Vert(TL) 0.23 11
Hoz(TL) 0.06 I
Min Length / LL defl = 360
fdefl
947
721
nla
PLATES GRIP
M20(209a) 1491104
Weight: 89 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.2 'Except' TOP CHORD Sheathed or 4-61 on center purlin spacing,
2-5 2 X 4 SPF 2100F 1 .8E excepi end vedicals.
BOT CHORD 2 X 8 SPF 1950F 1 .7E BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing.WEBS 2X3 SPF No.3'Exceot.
1-2 2 XO sPF 1650F 1.5E, 7-8 2 X4 HF-G Stud
11-22X4 SPF 21@F 1.8E, 11-3 2 X 6 SPF 1650F 1.5E
1U4 2 X 4 HF-G Stud, 7-9 2 X 4 SPF-G No.2
REAGTIONS (lbs/size) 1=45150-5$,8=5921/0-4-10(input: 0-3-8)
Max Horz 1=767(load case 3)
Max Upliff 1=-724(load case 4), 8=-1545(load case 4)
FORCES
TOP CHORD 1-2=-4456,2-3=-1 1024, 3-4=-7897 , 4-5=-3058, 5-6=-3058, G7=-2558, 7-8=-5363
BOT CHORD &9=0. 9-10=7214, 10-1 1=10089, 1-11=-0 WEBS 2-11=9491!,3-11=1583, 310=-2696,4-10=3927,4-9=-4437,6-9=1N4,7-9=5802
NOTES
1) 2-ply truss to be connected together with 10d nails as follows: Top chords connected with 1 row(s) at 12 inches
on center. Bottom chords connected with 1 row(s) at 3 inch$ on center. Webs connected with 1 row at 6
inches on center.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
3) Special hanger required to support concentrated loads.
4) Provide adequate drainage to prevent water ponding.
5) A plate rating reduction of 200,6 has been applied for the green lumber members.
6) Required bearing size at ioint(s) 8 greater than input bearing size.
LoAD CASE(sl
1) Lumber Increase=1.15, Plate Increase=1.15
Continued on oaoe 2
Job
82178
Truss
L,'(' l<
TrussType !
ROOF TRUSS
Qtv
7
Ply
2
o
EtK RIDGE/RILEY RES,IJOB #2402
SUPERIOR TRUSS 3.300 e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 07:49:54 1996 Page 2
LOAD CASE(SI
Uniform Loads (lbs per ft)
Vert:2-3=-190.0, 3-4=-190.0, 4-5-190.0, 5-6=-190.0, &7=190.0, 8-9=-620.0, 9-10=-620.0, 1G11=-620.0, 111=-20.0
Conceniraled Loads (lbs)
Vert:2=-253.3, 1 1 = -227 5.0
Job
82178
Truss
D01
rrussrype !
ROOF TRUSS
otv
I
Plv
1
t
ELK RIDGE/RILEY RES./JOB #2402
TRUSS 3.300 e Seo 20 1995 MiTek Industries. lnc.
-r-40.
'1G10
g+12 , 12-5-2 , t+t8
r-+0 31s't0 ttu 4xs ,tt'
1.5x4 tl
67
Thu Aug 22 07:49:25 1996 Page
+G1
s.oo hz
1.5x4
2
4x4'.,
3x4t 5
4
'10
3x4t
5.50 l1z
i.t:
l*
F-
ct)
9B
5x8 = 3x4 =ttt
@
lJ)
TI :l
Plate offsets (x,Y): [1 :0-1-0,0-2-4], r/:0-2{,0-2-01
LOADING (psf)TCLL 80.0 TCDL 15.0 BCLL O.O
ECDL 10.0
SPACTNG 2-0-O
Plates Increase 1 .'15
Lumber lncrease 1 .15
Rep Stress Incr YES Code UBC-94
csl TC 0.86 BC O.77 wB 0.96
DEFL (in) (loc)
Vert(LL) 0.11 10
Vert(TL) 0.14 10
Hoz(TL) 0.08 8
Min Length / LL detl = 360
l/defl
o(lo
999
n/a
PLATES GRIP
M20(20sa) 1491104
Weight: 77 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 2l-0 on center purlin spacing,
BOTCHORD 2X4SPF-GNo.2 exceDt end veriicals.
WEBS 2 X 3 SPF No.3'Except' BOT CHORD 110:4-9-2, 9-10:5-G2, 8-9:G30.
1-32X4 HF-G Stud WEBS l Row at midpt 1-3
REACTIONS (fbs/size) 1=175AA58,8=1496/03-8
Max Hotz 1=789(load case 3)
Max Uplift 1 =-134(load case 2), 8=-546(load oase 3)
FORCES
TOP C H ORo 1 -2= -57 4, 2-3=O, 3-4= -221 3, 4-5= -221 3, 5-6=-760, 6-7=0, 74=l 83
BOT CHORD 8-9=658, 9-10=1911 , 1-10=2111 WEBS 1-3=-2765,3-10=-79,5-10=245, 5-9=-1139,6-9=1144,e.4=4494
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p,h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = I .33, Plate Increase = 1.3i1. Eoth €nd verticals are expo.sed.
2) Provide adequate drainage to prevent water ponding.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follo|s: One connector at joint(s) 1 . Two each connectors at
joint(s) 8.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(S) Standard
Job
82178
Truss
D03
rrussrype |J
MONO SCISSOR
oty
1
Plv
1
,
ELK RIDGE/RILEY RES./JOB #2402
3.3OOeSep20 1995 MiTek lndustries, Inc. Thu Aug 22 07:49:34 1996 Page 1
1+t8
. -2-G0 ,1-$1, +C1 gCz , 12-&2 127-6 , 1&98
2-SO l-!1 $Ar 4-G1
'91
G1-4 2-+O
,-{dF=
4x1t E
4x4',.
s.oo llz
3x6 /zG
5
1.5x4
4
1 .5x4 l1
3x8.,
3 12
4x6 t
13
3xB t
5.so FZ
, -2-A0 , +91 , 12-62 , 1456 , 1698
2-6.0 +9.1
11 10 6x6= S
5x6 +(o
-i -l ao
(o $T j1
1
4x4 a
1.116 2-+O 7-91
Plate Offsets (X,Y): [1 :01-0,0-2-4], [1 2:G0-0,0-3-81
LoADING (ps0
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2-0-0
Plates lncrease 1 .15
Lumber Increase 1.15
Reo Slress Incr YES Code UBC-94
csl TC 0.76 BC Q.74 wB 0.98
(Matrk)
DEFL (in) (loc) l/defl
Vert(LL) O.21 13112 808
Vert(TL) O.27 1?J11 616
Hoz(TL) O.14 9 n/a
Min Length / LL dell = 360
PLATES GRIP
M20(209a) 149t1O4
Weight: 90 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 2-6-2 on center purlin spacing,
BOT CHORD 2 X 4 SPF-G No.2 except end verticals.WEBS 2X3 SPF No.3 *Except. BOTCHORD l-13:4-813, t2-13:5-413. 10{1:6-3-0, 1'l-12:5-113.
10-82X4HF-GStud
OTHERS 2X4HF-GStud
REACTIONS (lbs/size) 1=1469/0-5-8,9=1481/0-3-8
Max Hoz 1--926(load case 3)
Max Uplift 1 =-159(load case 2), 9=-G63(load case 3)
FORCES
TOPCHORD 1-2=17,2-3=66,34=-2597,4-5=-2653,5-6=-2452,6-7=-704,7-8=-76,8-9=45,910=1435
BOT CHoRD 1 0-1 1 =569, 1 1 I 2=1 855, 12-134823' 1 -1 3=1 1 67 WEBS 1-3=-?2Q7,X13=1113, +13=-693, 6-13=784, G11=-1159, 7J 1=1195, 7-10=-1525
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds al 28.0 feel above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed.
2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One
connector at joint(s) 1 . Two each connectors at ioint(s) 8, 9.
3) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASEIS) Standard
I
Job
8'217A
Truss
D04
Truss Typef
MONO SCISSOR
Qtv
3
Ply
1
I
ELK RIDGE/RILEY RES./JOB #2402
2-80 +91
3.300eSep20 1995 MiTek Industries, Inc. Thu Aug 22 07:49:45'1996 Page 1
1+$6
-2-60 , r-}1 +$1 &9.2 12-6-2 1217-6 , 1698
2-40 r-31 3&1 +O-l }9r o1-4 2-+O
4x4'.'
3xO t
8.oo liz
1 .5x4 ll
3x8 z
J
6
1 .5x4 rl
4
12
4x6'-
11 10
6x6= 14
5x6
13
3x8 z
s.so FZ
TRUSS
c!
T
lo l;
l,o
fo
tM
'aB 4x6
7
.f
:l
o
(o {r jl
1
4x4 z
7.91 'f-1f-6 2-+O
Plate Offsets (X,Y): [1 :0-1-0,0-2-4], [12:0-0-0,&3-8]
LOADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPACTNG 2-0-0
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr YES Code UBC-94
csl TC 0.76 BC O.74 wB 0.98
(Matrix)
DEFL 0n) (loc) lldell
Vert(LL) 0.21 13112 808
Vert(TL) O.27 12111 616
Hoz(TL) O.14 9 n/a
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 1491104
Weight: 90 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 2-42 on center purlin spacing,
BOT CHORD 2 X 4 SPF-G No.2 exceDt end verticals.WEBS 2X3SPF No.3 tExcepl. BOTCHORD 1-13:4-8-13, 12-13i5-4-13, 101 1 :&3-0, 11-12:*5-13.
10-82X4HF-GStud
OTHERS 2X4 HF-G Stud
REACTIONS (lbs/size) 1=1469/0-5-8,9=1481/0-3-8
Max Hoz 1=926(load case 3)
Max Uplifi 'l=J sg(load case 2), 9=-663(load case 3)
FORCES
TOP CHORD 1-2=17,2-3=ffi,3-4=-2597,4-5=-2653,5-6=-2452,6-7=-704,7-8=-76, 8-9=-45, 910=1435
BOT CHORD 1 0l 1 =569, 1 1 -1 2=1 855, 1 2-13=1823, 1 -13= 1 1 67 WEBS 1 -3=-22Q7, 3-13=11 13, 4-1 3=-693, 6-1 3=784, 6-1 1 =-1 1s9, 7-1 1 =1 195, 7 -10=-1525
NOTES
1) This truss has been designed for the wind loads generated by 1ff).0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
2) SIMPSON H2.5 connectors reoommended to connect truss to bearing walls due to uplift as follows: One
connector at joint(s) 1 . Two each connectors at joint(s) 8, 9.
3) A plate nling reduction of 20% has been applied for the green lumber members.
LOAD GASE(SI Standard
Truss Type
ROOF TRUSS ELK RIDGE/RILEY RES./JOB #2402
3.300 e SeD 20 1995 MiT Industries, Inc. Thu Aug 22 07:50:04 1996 Page 1
I 1GGO
I
2-G0
, -t,3 10 , 3112
1-910 311-2
1
4x4 t
4x4 4x4-45
T;
I'{
ao
@
F
(o fl
YI Fl
5.soFZ
&18 , IGGO
1-l&8 &1-8
Plate Offsets (X,Y): 11 :0-1-0,0-2-41, [4:0-0-0,0-1-121
LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPACING
Plates lncrease
Lumber lncrease
Rep Stress Incr
Code
DEFL (in) (loc) udefl
Vert(LL) O.2O 716 582
Vert(TL) O.27 1n 443
Hoz(TL) 0.04 6 n/a
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 149t11o
Weight: 52 (lbs)
2-O-O
1 .15
1 .15
YES
uBc-94
csl
R'
WB
0.68
0.69
0.71
LUMBER
TOPCHORD 2X4SPF-GNo.2
BoTCHORD 2X4SPF-G No.2 WEBS 2X3SPFNo.3
BRACING
TOP CHORD Sheathed or 4-8-5 on center purlin spacing,
exceot end verticals.
BOT CHORD 1 -7 :5-7 -1A, 6-7:6-3-0.WEBS 1 Row at midpt 1-3
REACTIONS (lbs/size) 1=1276/0-3-8,6=1028/0-3-8
Max Hoz 1=563(load case 3)
Max Uplift 1 =-1O8(load case 2), 6=-379(load case 3)
FORCES
TOP CHORD 1-2=-582, 2-3=0. 3-4=-648. 4-5=-528. 5-6=-1010
BOT CHoRD 6-7 =-O, 1 -7 =1243 WEBS 1-3=-1598,3-7=-592,4-7=-239,5-7=987
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1.33. Both end verticals are exposed.
2) Provide adequate drainage to prevent water ponding.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to upliff as follows: One connector at ioint(s) 1 , 6.
4) A plate raling reduction of 20% has been applied for the green lumber members.
LOAD CASE(SI Standard
Plate Offsets (X,Y): l2:O-1 -12,0-1 -121
LoADING (psfl TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
ELK RIDGE/RILEY RES./JOB #2402
3.300 e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 07:50:14 '1996 Page 1
.1.4-0, tGo , 10G0
1"+0 tGo 5-GO
1.5x4 lr
4
N
(o
tt
1
1.5x4 I
s.50 FZ
IGGO
5-GO
8.oo F
4x4 /,
SPACING
Plates lncrease
Lumber Increase
Rep Stress Incr
Code
2-O-O
1 .15
1 .15
YES
uBc-94
csl TC 0.84 BC 0,46 wB 0.92
DEFL (in) (loc) l/defl
Vert(LL) 0.05 3 999
Vert(TL) 0.07 3 999
HozCl-L) -0.01 5 n/a
Min Length / LL defl - 360
PLATES GRIP
M20(209a) 1491104
Weight: 46 (lbs)
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOTCHORD 2X4SPF-G No.2 WEBS 2X 3SPF No.3 *Except.
4-52X4HF-GStud
REACTfONS (lbs/size) 1=127710-3-8,5=1A24/0-3-8
Max Hoz 1=661(load case 3)
Max Uplift 1=-12O(load case 2), 5=-461(load case 3)
FORCES
ToP C H OR D 1 -2= -1 228, 2-3=-1 367, 3-4=0, 4-5=-461
BoT CHORD 5-6=1251, 1-6=0 WEBS 2-6=1164,3-6=-175,3-5=-1137
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chotd dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
2) SIMPSON H2.5 conneclors recommended to connect truss to beaing walls due to uplift as follovtts: One connector at joint(s) 1 . Two each connectors at
ioint(s) 5.
3) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(SI Standard
BRACING
TOP CHORD Sheathed or 3-6-9 on center purlin spacing,
except end verticals.
BOT CHORD 1-6:6-3-0, a6:G3-t].
t a
k
lt '{+
Job
8.2178
Truss
trn?
Trussrrne !
ROOF TRUSS
Qtv
2
Plv
1
o
ELK RIDGE/RILEY RES,/JOB #2402
tIOR TRUSS 3.300 e Sep 20 1glts MiTek Industdes, Inc.
,1-2-O,2-&O, 7-G0 , t2-G0
1-24 1-+O sco $G0
1.5x4 tt
?
s.oo FZ
4x4
4
I
4x8;
. 2+0 7-40 t 2-&0
Thu Aug 22 07:50:24 1996 Pagel
t
@ i".IE
l"'2
4x5
{
oT
o ,TT
aF'+o s.50 FZ
t
(o
(o
Plate Offsets (X,Y): [6:0-1 -4,0-2-01, [8:0-0-0,0-341
LoADING (psf)
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES Code UBC-94
csl T.. n'7E
BC 0.66 wB 0.91
(Matrix)
DEFL (in) (loc) l/defl
Vert(LL) 0.09 Al 999
Vert(TL) Oj2 217 999
Hoz(TL) 0.04 6 n/a
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 1491104
Weight: 69 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 2-4-4 on center purlin spacing,
BOT CHORD 2 X 4 SPF-G No.2 except end verticals.
WEBS 2 X 3 SPF No.3'Except' BOT CHORD 2-8:6-3-0, 2-7:5-2-14,67:5-11-'12.
1-22X4SPF-GNo.2,3-62X4SPF-GNo.2 WEBS 2Rowsatll3pts zl-6
2-5 2X 4 HF-G Stud
OTHERS 2X6 SPF 1650F 1.5E
REACTIoNS (lbs,/size) 8=1 1 18/0-5-8, 6=1229O-3-8
Max Horz 8=670(load case 3)
Max Uplift 8=-99(load case 2), 6=-491 (load case 3)
FORGES
ToP cHoRD 1 -2=-7 29, 1 -5=-1 999, 1 -4=-241 5, 3-4=-41 0, 16=-354
BoT CHORD 2-8=?{35. 2-7 =2099. 6-7 = 1 97 1 WEBS $8=-1 129, 2-5=1411, 4-6=-1652, 4-7=117,1-7=-1OO
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f boftom chord dead load, 100.0 miles from hunicane
oceanl;ne, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate lncrease = 1.33. Both end verticals are exposed.
2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplifi as follows: Two each
connectors at loint(s) 6.
3) A plate rating reduciion of 20% has been applied for the green lumber members.
LOAD CASE(SI Standard
Job
B.2178
Truss
E04
rrussrlRe (!
ROOF TRUSS
otv Plv
1
O
ELK RIDGE/RILEY RES./JOB #2402
ERIOR TRUSS Thu Atrg 22 07:50:34 1996 Page 1
(D
(o
(o
3.300 e Sep 20 1995 MiTek Industries, Inc.
, 1-2{, 2-A0 7-&0 , 1G}6 , 12-e0 ,
1-2-O 1-+O SGO
1.5x4 ll
5
s.oo FZ 3x4 '.
3
3x4 /,
1 o
3x4t
I I
4x6z
s.soF2
, 2-&O , 7-G0 , 1G!8 , t2-&0
T.t-
try i-_I ti lol
tHl
l*l
I
I
$
dT
o 2:_
4x4 z <i[.o
Plate Offsets (X,Y): [4:0-2-8,0-1 I 2], [7:0-1 -0,0-2-0], [8:0-0-0,0-2-1 2l
LOADING (psf)TCLL 80.0 TCDL 1s.0 BCLL O.O
BCDL 10.0
SPAC|NG 2-O-O
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr YES Code UBC-94
csl TC 0.70
wB 0.99
(Matrix)
DEFL (in) (loc)
Vert(LL) 0.05 216
Vert(TL) 0.07 216
Hoz(TL) O.O2 7
Min Length / LL detl = 360
l/defl
999
ooo
nla
PLATES GRIP
M20(209a) 149t1o4
Weight: 61 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 3-21 on center purlin spacing,
BOT CHORD 2 X 4 SPF-G No.2 except end verticals.WEBS 2 X 3 SPF No.3 .Except' BOT CHORD 2-8:6-3-0, 26:5-93, A7:G+0.
1-2 2X 4 SPF-G No.2, 2-4 2X4 HF-G Stud
5-7 2X4 HF-c Stud
OTHERS 2X6SPF 1650F 1.5E
REACTIONS (lbs/size) 8=884/0-5-8,7=1000rc-3-8
Max Hoz 8=563(load case 3)
Max Upliff 8=-89(load case 2), 7=-41 1(load case 3)
FORCES
ToP cHoRD 1-2=-605, 1 -4=1 581, 1 -3=-1 552, 3-5=-204, A7=1 57
BoTcHoRD 2-8=181 , 2-6=1728, 6-7=1123 WEBS 4-8=€83,2-4=118,3-7=-1049,3-6=216,16=-493
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
lwel, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
2) SIMPSON H2.5 connec{ors recommended to connect truss to bearing walls due to uplift as follots: Two each
connectors at joint(s) 7.
3) A plate rating reduction of20% has been applied forthe green lumber members.
LOAD CASE(SI Standard
SUPERIOR TRUSS
Truss Type
ROOF TRUSS
, 2-2-O
SPACING 2+O
Plates Increase 155-
Lumber Increase 1d5
Rep Stress lncr YdS-Code UBC-94
Truss
E05 ELK RIDGE/RILEY RES./JOB #2402
e Sep 20 1995 MiTek Induskies, Inc. Thu Aug 2207
, 1GGO
2-2-A
1.5x4 tt
4
5
3x4:
7 I
1.5x4 I
s.so FZ
, 36-0 , 5:G0 , 7-98 , 1GGO
3-G0 1-G0 2-9-A 2-2-8
lo
Y-f
el o
DEFL (in) (loc) l/defl
Vert(LL) 0.00 3 999
Vert(TL) 0.00 3 999
Hoz(TL) -0.00 5 nla
Min Length / LL detl = 360
M2OQOoa\I
Weight: 32 (lbs)
BRACING
TOP CHORD Sheathed or 6-0-0 on center purlin spacing,
exceot end verticals.
8OT CHORD 1-6:G3-0, 5-6:6-3-0.
rt
6I
c.)
s
@
o)
LOADING (ps0
rcLL | 80.0 rcoL | 15,0
BCLL -r 0.0 BCDL 10.0
o)
(o
@ .T I
^L o
af,
f.,
(o
(o
csl TC 0.26 BC 0.07 wB 0.20
(Matrix)
PLATES GRIP
149t104
LUMBER
TOPCHORD 2X4SPF-GNo.2
BOTCHORD 2X4SPF-GNo.2 WEBS 2 X 3 SPF No.3 'Except.
4-52X4 HF-G Stud, 1-22X4 HF-G Stud
OTHERS 2X6SPF 1650F 1,5E
REACTIONS (lbs/size) 2=653/0-5-8,5=37410-3-8
Max Horz 2=473(load case 3)
Max Uplift 2=-75(load case 3), 5=-135(load case 3)
FORCES
TOP CHORD 1-2=271 ,2-3=-2O6, 3-4=-164, 4-5=-208
BoT 0HORD 5-6=201, 1-6=-11 WEBS 2-6=327 ,3-6=-302, 3-5=-186
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f boftom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber lncrease = 1 ,33, Plate Increase = 1 .33. Both end verticals are exposed.
2) Special hanger required to support concentrated loads.
3) Hanger recommended for connection of truss to b€aring walls due to uplift.: H2.5 at joint(s) 2, 5.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(SI Standard
Job
82178
Truss
EUO
rrussrvne I
ROOF TRUSS
otv
I
Plv
1
t
ELK RIDGE/RILEY RES./JOB #2402
IOR TRUSS 3.3(D e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 07:50:43 1996
, 2-2-O , !60 $OO , 7-98 I GGo
rl
(\
(t
g)
I (o
(o
I o
c{
o
(f)
(o
(o
I
(o
LoADING {psD TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
I
SPACTNG | 2-O-O
Plates lncrease 1.15
Lumber lncrease 1.15
ReD Stress lncr YES Code UBC-94
csl TC 0.00 BC 0.00 wB 0.00
(Matrix)
DEFL (in) (loo) l/defl
Vert(LL) 0.00 I **
Vert(TL) 0.00 I **
Hoz(TL) 0.00 nla
Min Length / LL defl = 360
PLATES GRIP
Mrc(zosa) 1491110
Weight: 31 (lbs)
LUMBER ;I BRAGING
TOPCHORD 2X4SPF.GNo,2 CI TOP CHORD Shealhed
BOTCHORD 2X4SPF.GNO.2 OI BOTCHORD 1-4:640.WEBS 2X4HF-GStud
OTHERS 2X3 SPF No.3.ExceDt*
BLz2X6SPF165OF1.5E
FORCES
NOTES
I
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5-0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from huricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24-0 with exposure C
(ASCE 7-93). Lumber Increase = 'l .33, Plate Increase = 1.33. Both end verticals are exposed.
2) Non Standard bearing condition. Review required.
3) Gable studs spaced at 16 inches on cenier.
4) Gable studs exceeding 72 inches length to be laterally braced at midpoint. For studs exposed to wind, see MiTek "Standard Gable End Detail".
5) Studs to be fastened with 1 .5x4 M20 plates.
6) A plate nting reduction of 2006 has been applied for the green lumber members.
LOAD GASEIS) Standard
o
RIDGE/RI LEY RES,/JOB #2402
OEFL (in) (loc) Udefl
Vert(LL) 0.05 lF 999
Vert(TL) 0.07 16 957
Horz(TL) 0.0'l 5 n/a
Min Length / LL defl = 360
LoADING (ps0
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
Truss Type
ROOF TRUSS
SPAC|NG 2-O-O
Plates lncrease 1.15
Lumber lncrease 1.15
Reo Stress lncr YES Code UBC-94
e SeD 20 1995 MiTek Industries.
-1-+0
s.oo fa,
s +
ro
YT
Tl -L
1
3x4 t
,-tt--
5.50 | 1t
&o0
|
&G0
Plate Offsets (X,Y): [5:0-1-12,0-1-21
PLATES GRIP
M20(20sa) 1491110
Weight: 30 (lbs)
LUMBER
TOPCHORD 2X4SPF-GNo.2
BOTCHORD 2X4SPF-GNo.2 WEBS 2X3SPF No.3
BRACING
TOP CHORD Sheathed or 6-0-0 on center purlin spacing,
except end verticals.
BOT CHORD 1-5:6-3-0.
REACTfONS (lbs/size) 1=854/0-3-8, 5=360/C-3-8, 4=23110-5-8
Max Hoz 1=325(load case 3)
Max Uplift 1=-33(load case 3), 5=-144(load case 3), 4=€5(load case 3)
Max Vert 1=854(load case | ), 5=395(load case 5), 4=231(load case 'l)
FORCES
TOP CHORD 1 -2=-442, 2-3=175, 3-4=-190
BOTCHORD 1-5=622 WEBS 1-3=-812, 3-5=-546
NOTES
1) This truss has been checked for unbalanced loading conditions about joint 4.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a calegory | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follo\tr/s: One connector at joint(s) 1 , 5.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(Sf Standard
Job
82178
Truss
EGR
Truss rvne (]
ROOF TRUSS
Qty
1
Ply
1
I
ELK RIDGE/RILEY RES./JOB #2402
3.3tD e Sep 20 19St5 MiTek Industries, Inc. Thu Aug 22
, -t-!10 , 3-G0 , 6-$0 , &G0 , tGso
t-!10 3G0 $G0 2-0-0 2-G0
4xS t 4x6 = 1.5x4 tl
i".
t?
l'tT^
l*
L-
*J
TI -t
il'
r+
rtl
I
4xO --
e1-8 | 1000
|
s.so lrZ
&1€31G8
3x1O
',
1 .5x4 ll
Plate Offsets (X,Y): [1 :01-0,0-2-01, [4:0-0-0,0-1€], [8:0-G0,04{]
LOADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPACING 244
Plates Increase '1.15
Lumber lncrease 1.15
Reo Stress lncr NO Code UBC-94
csl TC 0.60 BC 0.29 wB 0.91
DEFL (in) (loc)
Ved(LL) o.o7 8
VedCrL) 0.09 I
Horz(TL) 0.06 7
Min Length / LL defl = 360
l/defl
g!r!t
9gst
n/a
PLATES GRIP
M20(209a) 1491104
Weight: 52 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 2-$3 on center purlin spacing,
BOTCHORD 2X6SPF 1650F 1.5E exceDt end verticals.WEBS 2 X 3 SPF No.3 *Except. BOT CHORD 1-8:6-3{, 7-8:6-3{.
1-3 2X 4 HF-G Stud WEBS 1 Rov/ at midpt 1-3,5-7
REACTf ONS (lbs/size) I =1 821 lO-3-8, 7=227210-3-9 (input: (}3€)
Max Hoz 1=332(load case 4)
Max Uplift 1=-335(load case 4), 7=-538(load case 4)
FORCES
TOP CHO R D 1 -2= 4a7, 2-3=o, 3-4= -2817, 4-5=-2385, 56=0, G7=-350
BOTCHORD 7 -a=1475, 1 -8=2091 WEBS 1-3=-2864, 3-8=437, 4-8=864, 5-8=1468, A7=-2369
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. The leff end vertical is exposed and the right end vertical is not exposed.
2) Provide adequate drainage to prevent u/ater ponding.
3) Hanger recommended for oonneo{ion of truss to bearing walls due to uplift.: H2.5 at joint(s) 1,7.
4) A plate rating reduction of 20% has been applied for the graen lumber members.
5) Required bearing size at joint(s) 7 greater lhan input bearing size.
LOAD CASEISI
1) Lumber Increase=1.15, Plate Increase=l.15
Uniform Loads (lbs per ft)
Vert:2-3=-190.0, 34=-190.0, 4-5=-369.1 , S6=-369.1 , 7-8=-38.9, 1-8=-20.0
Concentrated Loads (lbs)
Ven:2=-247 .4 , 8=-1021 .1
Job
8217A
Truss
F
rrussTne I
ROOF TRUSS
Qtv Plv
1
I
ELK RIDGE/RILEY RES./JOB #2402
3.300 e Sep 20 1995 MiTek Industries, Inc.
,3D0 1&GOl
Thu Aug 22 07:50:55 1996 Pagel
s.oofiz
1.5x4
4
3xB'.,
3
o o
CO o o
t
2x4
2 6 T"lo t5
1..
4x5 9r o :l
1
4x4t s.so FZ
Overlapping Plates
REVIEW REQUIRED
Plate Offsets (X,Y): [3:0-3-12,01 -01
LoAolNG (ps0
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Reo Stress Incr YES Code UBC-94
csl TC 0.58 BC O.n wB 0.48
DEFL (in) (loc)
Vert(LL) 0.m 66
Vert(TL) 0.02 1re
Hoz(TL) 0.01 5
Min Length / LL defl = 360
l/defl
999
999
nta
PLATES GRIP
M20(209a) 149t110
Weight: 32 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing,
BOT CHORD 2 X 4 SPF-G No.2 except end verticals.WEBS 2 X 3 SPF No.3 *Except. BOT CHORD 1S:6-34. 5€:6-30.
1-22X6SPF 1650F'1.5E
REACTIONS (lbs/size) 1=578/0-3-8,5=578/0-$8
Max Hoz 1=387(load case 3)
Max Uplift 1=-7O(load case 2), 5=-282(load case 3)
FORCES
TOP CHORD 1-2=-386, 2-3=0, $4=0
BOT CHORD 5-6=382, 1-6=420 WEBS 4-5=-137 , 1-3=-502, 3-6=231 ,3-5=-574
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to upliff as follorn: One
connec.tor at joint(s) 1,5.
3) A plate rating reduction of 2O% has been applied for the green lumber members.
LOAD CASE(Sf Standard
Job
82178
Truss
F01
TrussType !
ROOF TRUSS
0ty
1
Plv
1
t
ELK RIDGEIRILEY RES./JOB #2402
sxo rt
4
3.300 e Sep 20 1995 MiTek Industries, Inc. ThuAug nO7i51:
, -1-+O , 4-98 L$12 &G0 , 1$G0
+}8 G1-4 ?-7-4
1.5x4 tt
5
8.ooFZ
1 .5x4 ll
?
4x10'.
z
1
2x4 tl
5.50{12
c.,(!
$o
c{
(o
o,r ol 5l o-
Io
ld Itl t+
1
Plate Offsets (X,Y): [1 :0-1 -1 0,0-2-1 21, [4:0-1 -8,+4-Bl, 17 :04-O,o-241
LoADING (psD
TCLL 8O,O TCDL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2-O-O
Plates lncrease 1.15
Lumbef lncrease 1.15
Reo Stress Incr YES Code UBC-94
csl TC 0.80
BC 0.68 wB 0.76
DEFL (in) (loc)
Vert(LL) 0.31 716
Vert(TL) 0.41 7b
Hoz(TL) 0.09 6
Min Length / LL defl = 360
l/defl
483
?4q
n,la
PLATES GRIP
M20(209a) 1491104
Weight: 68 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF'G No.Z 'Exceptt TOP CHORD Sheathed or 2-2-7 on center purlin spacing,
4-5 2 X 4 SPF 2100F 1.8E exceot end verticals.
BOToHoRD 2X4SPF-GNo.2 BOTCHORD 1-7:6-3{, 6-7:6-}0.WEBS 2 X 3 SPF No.3'Except' WEBS 1 Row at midpt 4-6
1-22X6 SPF 1650F 1.5E, 2-7 2 X4 SPF-G No.2
4-72X4HF-GStud
REACTIONS (lbs/size) 1=1583/0-3-8,6=133010-3-8
Max Hoz 1=367(load case 3)
Max Uplift 1=-212(load case 3), 6=-300(load case 3)
FORCES
.TOP CHoRD 1 -2=-1543, 2-3=-2775, 3-4=-2733, 4-5=0, 5-6=487
BOT CHoRD 6-7='1002. 1-7=O WEBS 2-7=2385,3-7=-642, 4-7=1927 , 4-6=-1257
NOTES
'1) This truss has been designed for the wind loads genented by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f boltom chord dead load, ,|00.0 miles from huricane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 wiih exposure C (ASCE 7-93). Lumbet
Increase = 1 .33, Plate lncreas€ = 1 .33. The left end vertical is exposed and the right end vertical is not exposed.
2) Provide adequate drainage lo prevent water ponding.
3) SIMPSON H2.5 connectors recommended to connec-t truss to bearing walls due to upliff as follorvs: One
connector at ioint(s) 1 , 6.
4) A plate rating reduction of 200,6 has been applied for the green lumber members.
LOAD CASE(S) Siandard
Job
82178
Truss
fuz
rrussType !
ROOF TRUSS
0tv
I
Plv t
ELK RIDGE/RILEY RES./JOts #2402
3.300 e Sep 20 1995 MiTek hdustries, Inc. Thu Aug 2.07:51:0919!16 Page 1
, -1-+0 , +38 +1n12 1GGO , 12-GO ,tlco
+38 e1-1 5.7-4 2-G0 1-G0
1.5x4 ll
4x4 = 4x5 ll
45
o
(o
N
o dI
Y1 o
Ie
lq
2x4 tt
5.soFZ
+36 I tGGo | 13Go
'
4x10 t
Plate Offsets (X,Y): [1:0-1J 5,S2-8], [9:0-]4,0-2-121
LOAOING (pst)
TCLL 80.0
T^ht {rn
BCLL O.O BCDL 10.0
SPACING 2-O-O
Plates Increase 1.15
Lumber Increase 1.15
Reo Stress Incr YES Code UBC-94
csl TC 0.91 BC 0.73 wB 0.91
DEFL (in) (loc) l/defl
Ved(LL) 0.13 I 999
Vert(TL) o.17 9 897
Hoz(TL) 0.10 7 nla
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 149/110
Weight: 71 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.2 .Except* TOP CHoRD Sheathed or 2-31 on oenter purlin spacing,
2-42X4SPF 1650F 1.5E except end verticals.
BOTCHoRD 2X4SPF-GNo.2 BOT CHORO 1-9:G34, 8-9:6S1 1 , 7€:6-3-0.WEBS 2 X 3 SPF No.3'Except. WEBS 1 Row at midpl 3€, 5-7
1-2 2X 6 SPF 1650F 1.5E, 2-9 2X4 SPF-G No.Z
REACTIONS (lbs/size) 1=1583/0-3-8,7=1330/0-3-8
Max Horz 1=429(load case 3)
Max Uplift 1=-188(load case 4), 7=-323(load case 4)
FORCES
TOP CHO R D 1 -2= -1 543. 2-3=-277 5, 3-4= -7 1 9. zf 5=-601, 5-6=4, 6-7=-64
BOTCHORD 7-8=1s9, 8-9=2291, 1-9=0 WEBS 2-9=2385, 39=761, &8=1761, +8=-359, 5-8=1037, 5-7=-1245
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a oategory I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = '1 .33, Plate Increase = 1.33. The left end vertical is exposed and the right end vertical is not exposed.
2) Provide adequate drainage to prevent water ponding.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One
connector at joint(s) 1 , 7.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(SI Standard
Job
82178
Truss
F03
TrussType !
ROOF TRUSS
oty
1
Ply
1
t
ELK RIDGE/RILEY RES./JOB #2402
3.300eSep20 1S)5 MiTek lndustries, Inc. ThuAug2207:51:171996 Page 1
, -t1-0, +18 4.+12 t-7-12 , 11-C0 13G0 ,
1-+0 4-38 S1-1 }}0 I4.1 2-O4
4x4=
5
1.5x4
s.ooht 1.5x4 \\6
4
o (\
@
o o
l',
7
4x4=
o
oT Fl
4x10 t
2
2x4 tl
5.50FZ
, +'8 , &11-14 , llGo
T?Io I5
Plate Offsets (X,Y): 11 :O-1 -12,a-2-121, [5:0-0-0,0-1-01, [9:o3-4,0-2-121
LoAolt'lc (ps!TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPACING 2-0{
Plates lncrease 1.15
Lumber Increase 1.15
Rep Stress Incr YES Code UBC-94
csl TC 0.65 BC 0.70 wB 0.72
DEFL (in) (loc) l/defl
Vert(LL) 0.12 9 999
Vert(TL) 0.16 I 941
Hoz(TL) 0.09 7 nla
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 149n10
Weight: 77 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 2-3-1 on center purlin spacing,
BOTCHORD 2X4SPF-GNo.2 except end venicals.WEBS 2X3SPFNo.3'Except" BOTCHORD 1-9:6-3-0, 8-9:6-1-8, 7-8:6-3{.
1-22X 5 SPF 1650F 1.5E,2-92X4 SPF-G No.2 WEBS 1 Ro\r at midpt $8,5-7
REACTIONS (lbs/size) 1=1583/0-3-8,7=1330/0-3-8
Max Horz 1=452(load case 3)
Max Uplift 1=-188(load case 4), 7=-323(load case 4)
FORCES
TOP C HORD 1 -2=-1 543, 2-3= -2775, 3-4=-1 1 01, 4-5=-887, 5-6-0, 6-7=-1 80
BOT CHORD 7-8=350, 8-9=2291 , 1-9=0 WEBS 2-9=2385,3-9=753,3-8=-1448,4-8=-564,5-8=1162,5-7=-1163
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from huff'lcane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. The left end vertical is exposed and the right end vertical is not exposed.
2) SIMPSON H2.5 connectors recommended to connecl truss to bearing walls due to uplift as follofls: one connector at joint(s) 1 , 7.
3) A plate rating reduction of 20% has been applied for the gteen lumber rnanbers.
LOAD CASEIS) Standard
Truss Type
ROOF TRUSS
Plv
1 ELK RIDGE/RILEY RES,/JOB #2402
Thu Aug 22 07:51 :25 1996
L+12 7-7-12 r1-G0 llGo
2-UO
4x4
E.oo F2 1.5x4 \
4
o
c\|
@
T
l*
l9
l-
3x4 =l*T'-
il l+Ll-
o ol
o
7
10
4x5 =
5.50 Tiz
4x10',
&11- 14
LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
Plate Offsets (X,Y): ['1:0-1-12,0-2-10], [5:0-1-12,0-1-0], [9:0-2-12,0-3-4]
SPAC|NG 2-O-O
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr YES Code UBC-94
csl TC 0.75 BC O.71
WB 0.r/
(Matrix)
DEFL (in) (loc) l/defl
Vert(LL) 0.13 9/8 999
Vert(TL) O .17 9/8 892
Horz(TL) 0.05 6 n/a
Min Length / LL defl = 360
BRACING
TOP CHORD
BOT CHORD
WEBS
PLATES GRIP
M20(209a) 1491104
Weight: 77 (lbs)
LUMBER
TOP CHORD
BOT CHORD
WEBS
OTHERS
REACTIONS
FORCES
TOP CHORD
BOT CHORD
VVEE D
NOTES
2 X 4 SPF-G No.2 'Exceot'
2-52X4SPF1650F1.5E
2X4SPF-GNo.2
2 X 3 SPF No.3 .Exceot'
1-2 2X6 SPF 1650F 1.5E, 2-9 2 X 4 SPF-G No.2
2X4HF-GStud
(lbs/size) 1=1564O-3-8, 6=1309/0-3-8
Max Hoz 1=450(load case 3)
Max Upln 1 =-185(load case 4), 6=-333(load case 4)
1 -2= -1 523, 2-3=-3061, 3-4=-1 285, 4-5=1 096, $6=1 0s, G7=1 1 39
7 -8=31 7 . a-9=237 1 . 1 -9= -1 7
2-9=246a, 3-9=771, 3-8=-1520, 4-8=-61 3, 5-8=1 247, r7=-1 1 49
Sheathed or 2-51 on center purlin spacing,
except end verticals.
1-9:G3-0, 8-9:6-'1-1 , 7-8:6-3-0.
1 Row at midpl 38, 5-7
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = I .33. The left end vertical is exposed and the right end verlical is not exposed.
2) SIMPSON H2.5 connectors recommended to connecl truss to bearing walls due to uplift as follows: One
connector at joint(s) 1 .
3) A plate rating reduction of 200,6 has b€en applied forthe green lumber members.
LOAD CASE(SI Standard
, -1-4-0 2-110 +98 4-4412 6-0-0 , +eO , 1lG0
1,4-0 2,t10 1-$14 G1.4 1-7-4 3G0
Truss Type
ROOF TRUSS
s.oo FZ
10
8x10 =
9
8x10 =
n
6x10 =
6x6 =
6
7
2x4 tl
SxG t
4
o o
s
(o
d 5
C\T
T t?lo I't-1
?r ol
E1
5.soFZ
4-18 , GGO , $.G0 tlGO
+38 1-8-8 340 3&0
1t\tq>
I
Plate Otfsets (X,Y): [3:0-1-0,0-1-81, [4:0-1-8,G1-12], [6:0-1-8,0-1-8], [8:0-2-0,0-1-8], [10:0-0-0,0-4-4]
LOADING (psf)
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL r0.0
SPAC|NG 2-0-0
Plales lncrease '1.15
Lumber lncrease 1.15
Rep Stress Incr NO Code UBC-94
csl
BC 0.55 wB 0.93
PLATES GRIP
M20(209a) 149t1o4
Weight: 68 (lbs)
LUMBER
TOP CHORD 2 X 4 SPF-G No.2 .Exceot'
4-62X4SPF2100F 1.8E
BOT CHORD 2 X 6 SPF 1650F 1.5E WEBS 2X3 SPF No.3 *Except'
10-32X4 HF-G Stud, 4-92X4 HF-G Stud
6-82X4SPF-GNo.2 SLIDER Left 2 X 4 No.2 SPF-G 1-7-3
BRACING
TOP CHORD Sheathed or 1-4-8 on center purlin spacing,
exceot end verlicals.
BOT CHORD 1-10:G3-0, 9-10:&3-0, &9:6-3{, 7-8:6-}0.
REACTIONS (lbs/size) 1=2556/0-4-0 (input: 0-3-8), 7=2806/G4-6 (input: G3€)
Max Hoz 1=290(load case 4)
Max Uplift 1=-524(load case 4), 7=-603(load case 4)
FORCES
TO P C H O RD 1 -2=-5984, 2-3= -6249, 3- 4= -4630, 4-5=-2900, 5-6=-2900, 67 =-27 40
BOT CHORD 7-8=-0, 8-9=3918, 9-10=5112, 1-10=4837 WEBS 2-10=713,3-10=2036,3-9=1714, 49=22!),4-a=4219,$8=1303,&8=3588
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1 .33. The lefi end vertical is exposed and the right end vertical is not exposed.
2) Provide adequate drainage io prevent water ponding.
3) SIMPSON H2.5 connectors recommended to connec-t truss to bearing walls due to uplift as follo^rs: Two each
connectors at.ioint(s) 1, 7.
4) A plate rating reduction of 20% has been applied for the green lumber members.
5) Required bearing size at joint(s) 1 , 7 greater than input bearing size.
LOAD CASE(SI
'l ) Lumber Increase=1 .15. Plaie Increase=1 .15
ELK RIDGE/RILEY RES./JOB #2402
eSep20 1995 MiTek Industries, Inc. ThuAug 2209:12:'191996 Page 1
DEFL (in) (loc) l/defl
Ved(LL) 0.20 10 768
VertOL) 0.26 10 585
Hoz(TL) 0.16 7 nla
Min Length / LL defl = 360
Continued on
Job
82178
Truss
FGR
TrussType !
ROOF TRUSS
Qty
1
Ply
1
t
ELK RIDGE/RILEY RES./JOB #2402
SUPERIOR TRUSS 3.300eSep20 1995 MiTek Industries, Inc. ThuAug2209:12:lI1996 Page2
LOAD CASE(S)
Uniform Loads (lbs per ft)
Vert:1-2=-190.0, 2-3=190.0, 3-4=-190.0, z1-5=-369.1 , S6=-359.1 , 7-8=-38.9, 8-9=-38.9, 910=-n.0, 1-10=-20.0
Concentrated Loads (lbs)
Vert:1 =-253.3, 9=-1 021 .1
Job
82178
Truss
G-HG
lrusstype !
ROOF TRUSS
Qtv
1
Plv o
ELK RIDGE/RILEY RES./JOB #2402
3.300eSep20 1995 MiTek Industries, Inc. Thu Aug 22 07:51:47 1996 Page 1
-1-4{ , }1G10 , E1G8 , &7-8 &,rq-O
1-+0 !1G10
SUPERIOR TRUSS
2-11-14 t-9.0 02-8
4x4= Ex10ll
t-11-8
8.oo FZ
1 .5x4 ..'
2
3x4 o
rJt I ro
?r o
:1
3x4 =o?r
"l o|L
1
5x6 ll
65
8x10 = 2x4 t1
D , s1G8 , &1G0
&1G8
Plate Offsets (X,Y): [1 :0-1-4,0-3-31, [4:0-2-0,G5-01
LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2-0-0
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr NO Code UBC-94
csl TC 0.58 BC O.20 wB 0.66
(Matrix)
Udefl
9gst
999
nla
DEFL (in) (loc)
Vert(LL) 0.03 116
Vert(TL) 0.04 116
Horz(TL) -0.00 4
Min Length / LL defl = 360
PLATES GRIP
M20(20ga) 1491104
Weight: 66 (lbs)
LUMBER BRACING
TOP CHORO 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 3-6-1 on center purlin spacing,
BOT CHORD 2 X 6 SPF 1650F 1.5E exceDt end verticals.
WEBS 2 X 3 SPF No.3'Except' BOT CHORD 1S:6-3-0, 5-6:G3-0.
4-52X4 HF-G Stud, 4-62X4 HF-G Stud
OTHERS 2X4 HF-G Stud SLfDER Left2X4 No.2 SPF-G 2-3-9
REACTfONS (lbs/size) 1=1379D-3-8,4=1986/0-3-8
Max Hoz 1=609(load oase 3)
Max Upliff 1=-234(load case 2), 4=-570(load case 3)
FORCES
TOP CHORD 1-2=-1414,2-3=-884, 34=-561 , 4-5=50
BOT CHORD 5-6=6, 1-6=964 WEBS 2-6=-564,36=-103,4$=1762
NOTES
'l) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with a<posure C (ASCE 7-93). Lumber
Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed.
2) Provide adequate drainage to prevent water ponding.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplifi as follows: One
connector at joint(s) 1 . Two each connectors at joinl(s) 4.
4) A plate rating reduction of 200,6 has been applied for the green lumber members.
LOAD CASE(SI
1) Lumber Increase=1.15, Plate Inorease=l.15
Uniform Loads (lbs per ft)
Vert:1-2=-190.0, 2-3=-190.0, $4=-321.6, $6=-33.9, 1-6=-20.0
Concentrated Loads (lbs)
Vert:1 =-253.3, 6=-1 1 08.6
ELK RIDGE/RILEY RES./JOB #2402
1$4 , S1G8
!s4 3t4
4
3x4
G1G8
nc. Thu Aug 22 07:51:52 1996 Pagel
o
rt
ro
o-dl
:r
1
3x8 rl
I
\'
Plate Otfsets (X,Y): [1 :0-0-0,0-0-01, [4:0-1-1,0-1-61
PLATES GRIP
M2o(209a) 1491110
Weight: 31 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD 2 X 4 SPF-G No.2 BOT CHORD 1-4:6-3-0.WEBS 2X3SPF No.3 SLIDER Left 2 X 4 No.2 SPF-G 2-7-3
REACTIONS (lbs/size) 1=688/0-3-8, 4=439/0-3-8, 3=23910-5-8
Max Hotz 1=275(load case 3)
Max Uplift 1 =-13(load case 3), 4=-132(load case 3), 3=-85(load case 3)
Max Vert 1 =716(load case 5), 4=439(load case 1), 3=239(load case 1)
FORCES
TOP CHORD 1-2=-753, 2-3=-21 4
BOT CHORD 1-4=458 WEBS 2-4=-591
NOTES
1) This kuss has been checked for unbalanced loading conditions about joint 3.
2) This truss has been designed for the wind loads generaied by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category I enclosed building, of dimensions 45.0 by 24,0 with exposure C (ASCE 7-93). Lumber
Increase = 1.33, Plate Increase - 1.33. Both end verticals are exposed.
3) SIMPSON H2.5 connectors recommended to conneci truss to bearing walls due to uplift as follows: One
connector at joint(s) 1, 4.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(SI Standard
LOADING (pso
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2-O.0
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr YES Code UBc-94
DEFL (in) (loc) l/defl
Vert(LL) 0.09 114 920
Vert(TL) 0.11 114 7O1
Hotz(TL) 0.00 4 nla
Min Length / LL defl = 360
Truss Type
ROOF TRUSS
SPAC|NG 2-O-0
Plates Increase I.l5
Lumber Increase 1.15
Rep Stress Incr NO
uBc-94
-T
( RIDGE/RI
, -1-{-0 , }rGa , 7-9{ &1GO
1-rL0 3lO8 llGS 1 1-0
4x5 tt
LEY RES./JOB #2402
o
(o
TT
*l 3& ni 19 +l
il. I 1-O,r ol
:i
5 .,
4x5 =
LoADING (psf)
TCLL 80,0 TCDL 15,0 BCLL O,O BCDL 10.0
I 1109 F_ &100
|
31G8 1-11-8
OEFL (in) (loc) Udefl
Ved(LL) 0.04 2 999
Vert(TL) 0.05 2 999
Hoz(TL) -0.02 4 nla
Min Length / LL defl = 360
BRACING
TOP CHORD Sheathed or 3-314 on center purlin spacing,
except end verticals.
BOT CHORD 1-6:6-3-0. 5-6:6-3-0.
csl TC 0.98
BC 0.14 wB 0.78
(Matrix)
LUMBER
TOP CHORD
BOT CHORD
WEBS
OTHERS
SLIDER
REACTIONS
FORCES
TOP CHORD
BOT CHORD
WEBS
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p,s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber lncrease = 1 .33, Plate Increase = I .33. Both end verticals are exposed.
2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1 , 4.
3) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD GASE(S) Standard
2X4SPF-GNo.2
2X6SPF1650F1.5E
2 X 3 SPF No.3 'Except'
4-52X4HF-GStud
2X4HF-GStud
Lett2X4 No.2 SPF-G 2-3-6
(lbs/size) 1=1135/0-3€,4=880103-8
Max Hoz 1=685(load case 3)
Max Uplift 1 =-274(load case 4), 4=-329(load case 3)
1 -2=-1052. 2-3= -1 075, 3-4= -55, 4-5=797
5-6=106, 1-6=687
2-6= -792. 3-6= 1 O2A. 3-5= -7 41
34x5=
s.oo F2
Aug 22 O7:52:O1 1996 Page 1
PLATES GRIP
M20(209a) 149t1o4
Weight: 64 (lbs)
Job
8.2178
Truss Trussrype !
ROOF TRUSS
otv
2
Plv
1
o
ELK R IDGE/RILEY RES.I JOB #2402
2-112 r!'t-4
8.oo l12
1.5x4
3
9
5x12 =
+?4 G1-a 2-*12
3.3OO e Sep ZU 1993 Mi I el( Industnes, hc. Ihu Aug 22 O7:52:.t
2-$ t2 2-7|0 S9.0 , tO t t-0 1 trtr4 13&0
+2-O
5x6 =
4
1.5x4
5 o
r+
ro
4xB ..'
6
-o To ld ld lF ll
€rF
s.sol12
Plate offsets (X,Y): [4:0-0-0,0J.4]
LOADING (psfl TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2-O-O
Pfates lncrease 1.15
Lumber lncrease 1.15
RepStresslncr YES Code UBC-94
csl
BC 0.69 wB 0.79
DEFL (in) (loc) Udefl
Vert(LL) 0.33 918 468
Vert(TL) 0.44 918 357
Hoz(TL) 0.'12 7 nla
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 149t104
Weight: 78 (lbs)
LUMBER BMCING
TOP CHORD 2 X 4 SPF€ No.2 TOP CHoRD Sheathed or 2-38 on center purlin spacing,
8OT CHORD 2 X 4 SPF-G No.2 except end verticals.
WEBS 2 X 4 HF-G Stud 'Except. BOT CHORD 1-9:G3{, 8-9:&3-0, 7€:6-3-0.
1-2 2 X 6 SPF 1650F 1.5E, 6-7 2 X 6 SPF 1650F 1.5E
3-9 2 X3 SPF No.3, 5-8 2 X3 SPF No.3
REACTIONS (lbs/size) 1=1369/0-3-8,7=1369/G3-8
Max Hoa 1=207(load case 3)
Max Upliff 1=-232(load case 4), 7=-232(load case 4)
FORCES
TOP CHoRD 1 -2=-1347, 2-3=-2538, 3-4=-2484, 4-5=-2484, 5-6=-2538, &7=-1347
BOT CHoRD 7-8=-0, 8-9=1070. 1-9=0 WEBS 2-9=2106,3-9=-521,4.9=1387,t1-8=1387,$8=-521,64=2106
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds ai 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.6.f bottom chord dead load, 100.0 miles from hurrioane
oceanline, on a calegory | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1-33. Both end verticals are exposed.
2) STMPSON H2.5 connectors recommended to connecl truss to beiring walls due to uplift as follouts: One
connector at joint(s) 1 , 7.
3) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASEIS) Slandard
Job
82178
Truss
JOOA
*r*tt* O
ROOF TRUSS
SPAC|NG 2-0-0
Plates lncrease 1.15
Lumber lncrease 1.15
Reo Slress lncr YES Code UBC-94
ELK RIDGE/RILEY RES./JOB #2402
SUPERIOR TRUSS
LOADING (psf)
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
07:52:171996 Paoe 1
, -1-+0 I G11-12
I 1-+0 &11-12
(o
ro
"l ol 5l 'l
csl TC 0.01 BC 0.00 wB 0.00
(Matnx)
F G1t-12 l
G11-12
DEFL (in) (loc) l/defl
Vert(LL) 0.00 1B 999
Vert(TL) 0.00 1B 999
Hoz(TL) -0.00 2 nla
Min Length / LL defl = 360
PLATES
Weight: 7 (lbs)
LUMBER
TOPCHORD 2X4SPF-GNo.2
BOT CHORD 2 X 6 SPF 1650F 1.5E SLIDER Lefi 2 X 4 No.2 SPF-G 0-7-1
REACTIONS (lbs/size) 1=309/0-5-8, 3=6/0-3-8, 2=49/0-5-8
Max Horz 1=-168(load case 5)
Max Uplift 1=-24(load case 3), 2=-58(load case 3)
BRACING
TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD Rigid ceiling direcily applied, or 10-00-00 on center bracing.
FORCES
ToP CHORD 1-2=43
BOT CHoRD 1-3=0
NOTES
1) This truss has been checked fo. unbalanced loading conditions about joint 2.
2) This kuss has been designed for the wind loads generated by 100,0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to upln as follows: One connector at joint(s) 1 .
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(SI Standard
7.slnz
LoADING (psfl TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 1O,O
LU MBER
TOP CHORD
BOT CHORD
WEBS
REACTIONS
FORCES
TOP CHORD
BOT CHORD
WEBS
NOTES
rr.tr* (T--
ROOF TRUSS ELK RIDGE/RILEY RES./JOB #2402
3.300e Sep20 1995 MiTek Indusiries, Inc. Thu Aug 22 07:52:21 1996 Pagel
-1,4-0 , 1-1&9
1-+0 1-109
C"
o
ro
F-
C!
"T
=l
lor
t{lo
1
1.5x4 t 5.51F2
, 1,109
t1G9
Plate Offsets (X,Y): [4:0-1 - l 0,0{-10]
SPACING 2-O-O
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES Code UBC-94
csl TC 0.13 BC 0.06
WB O.OB
(Matrix)
DEFL (in) (loc)
Vert(LL) 0.00 2
Vert(TL) 0.00 2
Horz(TL) -0.00 3
Min Length / LL defl = 360
BRACING
TOP CHORD Sheathed or 6-0-0 on center purlin spacing,
except end verticals.
BOT CHORD 1-4:6-3-0.
2X4SPF-GNo.2
2X4SPF-GNo.2
2X3SPFNo.3
(lbs/size) 1 =417 lO-3-8, 4=1610-3-8, 3=1 4710-5-8
Max Horz 1=172(load case 3)
Max Uplift I =-1O(load case 2), 4=-92(load case 3), 3=-54(load case 3)
Max Vert 1=417(load case 1), 4=138(load case 5),3=147(load case 1)
1 -2=-4OO , 2-3=-82
2-4=-O
1) This truss has been checked for unbalanced loading conditions about joint 3.
2) This truss has been designed for the wind loads generated by 10O.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verlicals are exposed.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1 , 4.
4) A plate raling reduction of 200,6 has been applied for the green lumber members.
LOAD CASE(S) Standard
E.ol F2
Job
82178
,1.-ss ,:;--:,;= |
I
J01F ]
RooF rRUSS
Qtv
2
Plv
1
o
ELK RIDGE/RILEY RES./JOB #2402
SUPERIORTRUSS 3.30OeSep20 1995 MiTek Industries, Inc. Thu Aug 22 07:52:26 1996 Page 1
(o
rc
|r)
c!
9T o :
'1
I-lr l9
lo
I
1.5x4
1- 1G15
1-rG15
, -1_+0 I 1.1015
|
1-'tG15
5.52v2
LoADING (pso
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2-O-O
Plates lncrease 1.15
Lumber Increase 1-15
ReD Stress lncr YES
Code UBC-94
csl TC 0.13 BC 0.06 wB 0.07
(Matrix)
DEFL (in) (loc) l/defl
Vert(LL) 0.00 2 999
Vert(TL) 0.00 2 999
Hoz(TL) -0.00 3 nla
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 1491110
Weight: 13 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or G0{ on center purlin spacing,
BOT CHORD 2 X 4 SPF-G No.2 except end verticals.
WEBS 2 X 3 SPF No.3 BOT CHORD 1-4:G3{.
REACTfONS (lbs/size) 1=420lS5-8, 4=17i!'-3{,3=150/0-5-8
Max Hoa 'l =169(load case 5)
Max Upliff 1 =-1g(load case 3), 4=-41(load case 3), 3=-55(load case 3)
Max Vert 1 =420(load case 1), 4=83(load case 5), 3=1So(load case 1)
FORCES
TOP CHORD 1-2=-403. 2-3=-83
BOTCHORD 1-4-7 WEBS 2-4--O
NOTES
1) This truss has been checked for unbalanced loading conditions about joint 3.
2) This truss has been designed forthe wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 1@.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1 , 4.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(SI Standard
Truss Type
|a\,,(. T I r(UDD
SPAC|NG 2-O-O
Plates lncrease 1.15
Lumber lncrease 1.15
ReD Stress lncr YES Code UBC-94
2X4SPF-GNo.2
2X4SPF-GNo.2
Left?X4 No.2 SPF-G 2-013
(lbs/size) 1 =513/G38, 3=26/0-18, 2=235&5-8
Max Hoz 1=17s(load case 3)
Max Uplift 1=-47(load case 3), 2=-1 13(load case 3)
1-2=-158
1-3=0
ELK RIDGE/RILEY RES,/JOB #2402
Thu Aug 22 e Sep
F -1-4-O I 2-1G2 l 1-+0 2-1G2
c{
@
c!
9T ol
E1
LoADING (psf)TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
SLIDER
REACTIONS
FORCES
TOP CHORD
BOT CHORD
NOTES
2-102
DEFL (in) (loc) l/defl
Vert(LL) 0.00 lE 999
Vert(TL) 0.00 1E 999
Hoz(TL) -0.0O 2 nla
Min Length / LL defl = 360
PLATES GRIP
M20(20sa) 1491110
Weight: 17 (lbs)
BRACING
TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD Rigid ceiling directly applied, or 10-00{0 on center bracing.
1) This truss has been checked for unbalanced loading conditions about joint 2.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.t. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follolrrs: One connector at joint(s) 1.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASEIS) Standard
8.oo FZ
ELK RIDGE/RILEY RES./JOB #2402
1996 Page 1
-1-40 1-1G15
LOADING (ps0
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2-O-O
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr YES Code UBC-94
1-1G15
3.51v2
DEFL (in) (loc) l/defl
Vert(LL) 0.00 2 999
Vert(TL) 0.00 2 999
Hoz(TL) {.00 3 n/a
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 1491110
Weigtrt: 12 (lbs)
(o
(t,@ I
..[dl
E1
T-t:l9 1o
1
1.5x4 tt
F .t_tGts
_____-.1
l-1G15
LUMBER
TOPCHORD 2X4SPF-GNo.2
BOTCHORD 2X4SPF-GNo.2 WEBS 2X3SPF No.3
BRACING
TOP CHORD Sheathed or 6-0-0 on center purlin spacing,
except end verticals.
BOT CHORD 1-4:6-3-0.
REACTfONS (lbs/size) 1=42OlQ-3-8, 4=1710-}'8, 3=150/G$8
Max Hoz 1=-127(load case 5)
Max Uplift 1 =-43(load case 2), 4=-29(load case 3), 3=-47(load case 3)
Max Vert 1=420(load case 1), 4=64(load case 5),3=1sO(load case 1)
FORCES
TOP CHORD 1 -2=-403, 2-3=-67
BOT cHoRD 1-4=-5 WEBS 2-4=O
NOTES
1) This truss has been checked for unbalanced loading conditions about loint 3.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed.
3) SIMPSON H2.5 connectors recommended to connecl truss to bearing walls due to uplifi as follows: One connector atjoint(s) 1,4.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(S) Standard
6.01fu
Truss
JO2A
Truss Type
ROOF TRUSS
e Sep MiTek Induslries, Inc.
f -1-40 1_ 2-11-12
2-11-12
c)
C"
N
9T ol
dl
F- 2-11-12
|
2-11-12
8.oo | 12
ELK RIDGE/RILEY RES./JOB #2402
DEFL (in) (loc) l/defl
Vert(LL) 0.00 1B 999
Vert(TL) 0.00 1B 999
Hoz(TL) {.00 2 nla
Min Length / LL defl . 360
LoADING (pso
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
DLILJET(
REACTIONS
FORCES
TOP CHORD
BOT CHORD
NOTES
SPAC|NG 2{-0
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr YES Code UBC-94
csl TC O.U BC 0.04 wB 0.00
(Makix)
PLATES GRIP
M20(20sa) 149t110
Weight: 17 (lbs)
BRACING
TOP CHORD Sheathed or G0-0 on center purlin spacing.
BOT CHORD Rigid ceiling dkectly applied, or 10{0-00 on center bracing.
2X4SPF-GNo.2
2X4SPF-GNo.2
Left2X4No.2SPF-G2-2-1
(lbs/size) 1=519/0-5-8, 3=2610-3€, 2=239/0-$8
Max Hoz 1=18O(load case 3)
Max Uplift 1=-45(load case 3), 2=-1 18(load case 3)
1-2=-163
1-3=0
'l) This iruss has been checked for unbalanced loading conditions aboul joint 2.
2) This truss has been designed for the wind loads Eenerated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = | .33, Plate Increase = I .33. Both end verticals are exposed.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follor,t6: One connector ai joint(s) 1 .
4) A plate rating reduction of 2006 has been applied for the green lumber members.
LOAD CASE(SI Standard
Truss
USS
LOADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
SLIDER
REACTIONS
FORCES
TOP CHORD
BOT CHORD
NOTES
Truss Type
ROOF TRUSS
--T
ELK RIDGE/RILEY RES-/JOB #2402
2-1G8
o
o)
(\t
2-1G8
LooFZ
t- 2-1
2-1G0
o o
o
SPACING
Plates lncrease
Lumber Increase
Rep Stress Incr
Code
csl TC 0.34 BC 0.04 wB 0.00
(Matrix)
2-O-O
1.15
1 .'15
YES
uBc-94
DEFL (in) (loc) l/defl
Vert(LL) 0.00 18 999
Vert(TL) 0.00 1l3 999
Hoz(TL) -0.00 2 nla
Min Length / LL detl = 360
PLATES GRIP
M20(20sa) 1491110
Weight: 14 (lbs)
2X4SPF-GNo-2
2X4SPF-GNo.2
Left2X4No.2SPF-G2-1-2
BRACING
TOP CHORD Sheathed or 640 on center purlin spacing.
BOT CHORD Rigid ceiling directly applied, or 10{0-00 on center bracing,
(lbs,/size) 1=263/0-3-8, 3=26/0-3-8, 2=23810-54
Max Hoz 1=126(load case 3)
Max Uplift 2=-1 1S(load case 3)
Max Vert 1=291 (load case 5), 3=26(load case 1), 2=238(load case 1)
1-2=-160
1-3=0
1) This truss has been checked for unbalanced loading conditions about joint 2.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
3) A plate rating reduction of 200,6 has been applied for the green lumber members.
LOAD CASE(S) Standard
Truss Type
LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
REACTIONS
FORCES
TOP CHORD
BOT CHORD
WEBS
NOTES
2X4SPF-GNo.2
2X4SPF-GNo.2
2X3SPFNo.3
1-2=-s90, 2-3=-187
2-4=O
ROOF TRUSS
----1-
SPACTNG 2-0-0 1 CSI
ELK RIDGE/RILEY RES./JOB #2402
usties, hc-. ThnTugzc/.52'.s1 19sri page 1
, -1-4-0 , 31G9
1-+0 !10s
e Sep
s.50 FZ
BRACING
TOP CHORD
BOT CHORD
o)
(a
(!
r.f)
(f,
*J *l -1
J*l*
l*
1
1.5x4 tt
f- &1G9
3-1G9
ipncrruc- ,-o4 -l-c"r
-t DEF' (') ("") r* T-prltes cRrp
Plates Increase 1.15 ] rc 0.68 ] Vertlt-t-1 0.01 114 999 | M2o(2oga) 1491110
Lumber Increase 1.15 I BC Oj2 ] Vert(TL) 0.01 114 999
|
Rep Stress Incr YES I WB 0.12 Hoz(TL) -0.00 3 n/a
I a:0" uBc-91_ f (M",rir) _l Y'n
L"ns,h / LL dd = 36 Weisht: 21 (lbs)
FEFt t'^l t'""1 uo"n f-eures J Vert(LL) 0.01 114 999 | M20(209
I Vert(TL) 0.01 114 999
|Hoz(TL) -0.00 3 n/a
I I Min Lensth / LL d"]:t. i ry1nh,' :
Sheathed or GSo on center purlin spacing,
exceDl end verticals.
1-4:6-3-0.
(lbs/size) 1=627 lO-3-8, 4=3610-3-8, 3=337/0-5€
Max Horz '1=246(load case 3)
Max Upliff 1=-1 1(load case 3), 4=-51(load case 3), 3=-12s(load case 3)
Max Vert 1=627(load case 1), 4=91(load case 5), 3=337(load case 1)
1) This kuss has been checked for unbalanced loading conditions about joint 3.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f boftom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
3) SIMPSON H2.5 conneclors recommended to connect truss to bearing walls due to uplift as follo/vs: One conneclor at joint(s) 1 , 4.
4) A plate rating reduction of 20% has been applied for lhe green lumber members.
LOAD CASE(S) Standard
s.o1 fiz
Truss Type
ROOF TRUSS
SPACTNG 2-0-0
Plates lncrease 1.15
Lumber Increase 1.15
Rep Stress Incr YES Code UBC-94
ELK RIDGE/RILEY RES./JO8 #2402
Inc. Thu Aug 22
F -1-+0 I 3-1G15 ___1
1"40 11(}15
ro
(9
T.
t+
t-
T.l*'l*oJ ol
E1
2
1.5x4 ll
csl TC 0.02 BC 0.30 wB 0.30
(Mahix)
1-
-
$1015
|
11G15
s.51 fiz
DEFL (in) (loc) l/defl
Vert(LL) 0.05 / 999
Vert(TL) 0.06 213 999
Hoz(TL) 0.00 4 nla
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 1491110
Plate Offsets (X,Y): 11 :O-1 -12,0-2-41
LoADING (psf TCLL 80.0 TCDI 15.0 BCLL O.O BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
REACTIONS
FORCES
TOP CHORD
BOT CHORD
WEBS
NOTES
2X4SPF-GNo.2
2X4SPF-GNo.2
2X3SPFNo.3
(lbs/size) 2=131 lA-5-8, 1 =1 96/0-38, 4=0/e5-8
Max Hoz 2=-558(load case 2), I =554(load case 3)
Max Uplift 2=-342(load caseA, 1 =-58(load case 5)
1-2=O
2-3=-241
1-3=213
Weight: 21 (lbs)
BRACING
TOP CHORD Sheathed or 100004{ on center purlin spacing,
except end verticals.
BOT CHORD 2-3:5-3-0.
1) This iruss has been checked for unbalanced loading conditions about joint 4.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f botlom chord dead load, 100.0 miles from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1 ,33, Plate Increase = 1 .33. Both end verticals are exposed.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One conneclor at joint(s) 1 , 2.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(S) Standard
8.o1faz
Truss
JUJ\5
Truss Type
ROOF TRUSS ELK RIDGE/RILEY RES./JOB #2402
Plv
1
SUPERIOR TRUSS 3.300 e SeD 20 996 Page 1
I -r-+o l__ +1o2
+1G2
(!
o s
oJ ol
5t
I
3x8 ll
F- 4'1G2
+1o2
Plate Offsets (X,Y): [1 :0-0-0,0-0-0]
8.oo liz
LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10,0
SPAC|NG 2-0-0
Plates lncrease 1 .'15
Lumber lncrease 1.15
Reo Stress lncr YES Code UBC-94
DEFL (in) (loc) l/defl
Vert(LL) O.O2 1B 999
Vert(TL) 0.03 1B 999
Hotz(TL) -0.00 2 nla
Min Length / LL defl = 360
PLATES GRIP
M20(20sa) 149t110
Weight: 20 (lbs)
LUMBER
TOP CHORO 2 X 4 SPF 1650F 1,5E
BOTCHORD 2X4SPF-G No.2 SLIDER Left2X4 No,2 SPF-G 3-6-12
REACTfONS (lbs/size) 1=72310-3-8,3=4610-3-8, 2=42510-a8
Max Horz 1=249(load case 3)
Max Uplift 1=-60(load case 3), 2=-182(load case 3)
FORCES
TOP CHORD 1-2=-266
BoT CHoRD 1-3=0
NOTES
1) This truss has been checked for unbalanced loading conditions about joint 2.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verlicals are exposed,
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplifl as follows: One connector at joint(s) 1 .
4) A plate rating reduction of 2006 has been applied for the green lumber members.
LOAD CASE(SI Standard
BRACING
TOP CHORD Sheathed or 6-0.0 on center purlin spacing.
BOT CHORD Rigid ceiling directly applied, or 1040-00 on center bracing.
Job
82'178
LUMBER
TOP CHORD
BOT CHORD
WEBS
REACTIONS
FORCES
TOP CHORD
BOT CHORD
WEBS
NOTES
SPACTNG 2-O-O
Plates lncrease 1.15
Lumber Increase 1.15
Rep Stress Incr YES Code UBC-94
Truss
J030 ELK RIDGE/RILEY RES./JOB #2402
Inc. Thu Aug SUPERIOR TRUSS
Plate Offsets (X,Y): l1:O-1 -12,0-2-41
LoADING (pso
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
-1,+0 3tG15
3'1G15
(v)
@
@
o)
(!
oT
nl
d1
T-
t.;
le l-
2
1.5x4 ll 3.51h2
csl TC 0.02 BC 0.30 wB 0.29
(Matrix)
31G15
-
|
&1G15
DEFL (in) (loc) l/defl
Vert(LL) 0.05 / 999
Vert(TL) 0.06 2R 999
Hoz(TL) 0.00 4 nla
Min Length / LL defl = 360
BRACING
TOP CHORD Sheathed or 10000-G0 on center purlin spacing,
except end verticals-
BOT CHORD 2-3:6-34.
PLATES GRIP
M20(20ga) 149/110
Weight: 21 (lbs)
2X4SPF-GNo,2
2X4SPF-GNo.2
2X3SPFNo.3
(lbs/size) 2=99/0-3-8, 1=227 IO-3-8, 4=0/0-5-8
Max Hoz 2=-581(load case 2), 1=577(load case 3)
Max Uplift 2=-259(load case 2), 1=-26(load case 5)
2-3=-?34
1-3=216
1) This truss has been checked for unbalanced loading conditions about joint 4.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 'l .33, Plate Incraase = 1 .33. Both end verticals are exposed.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to upliff as follows: One connector at joint(s) 1 , 2.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(SI Standard
6.0172
4x4 tl
Truss
JO4A ELK RIDGE/RILEY RES./JOB #2402
. ThuTlsZ2 ozs3l1 r gs6 Pase1
4-11- 12
+ t1-12
c.,
+
9r ol
:1
I
3x8 il
+11-12
+11-12
LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
Plate Offsets (X,Y): h:0-0-0,04-01
SPAC|NG 2-0-o
Plates lncrease 1.15
Lumber Increase 1.15
Reo Stress lncr YES
Code UBC-94
2X4SPF1650Fl.5E
2X4SPF-GNo.2
LeftZX4 No.Z SPF-G 3-7-15
(lbs/size) 1 =72910-5-8, 3=46/G3-8, 2=4291O-*8
l\ilax Hoz 1=254(load case 3)
i/ax Uplift 1=-S8(load case 3), 2=-186(load case 3)
1-2=-271
1-3=0
DEFL (in) (loc) l/defl
Vert(LL) 0.02 1E 999
Vert(TL) 0.03 1n 999
Hotz(TL) -0.00 2 nla
Min Length / LL defl = 360
BRAGING
TOP CHORD Sheathed or 6-0-0 on center purlin spacing.
BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing.
PLATES GRIP
M20(209a) 1491110
Weight: 20 (lbs)
LUMBER
TOP CHORD
BOT CHORD
SLIDER
REACTIONS
FORCES
TOP CHORD
BOT CHORD
NOTES
1) This truss has been checked for unbalanced loading conditions about ioint 2.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.O by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to upliff as follo\,vs: One connector at ioint(s) 1 .
4) A plate rating reduction of 200,6 has been applied for the green lumber members.
LOAD CASE(Sl Standard
Truss
J04G
Truss Type
ROOF TRUSS
SPACING 2-O-O
Plates lncrease 1.15
Lumber lncrease 1.15
Reo Stress Incr YES Code UBC-94
ELK RIDGE/RILEY RES./JOB #2402
Aug 22 :53:21 1996 Page
+108
4.1G8
o
t
LOADING (pso
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
csl TC 0.86 BC O.12 wB 0.00
(Matrix)
DEFL (in) (loc) l/defl
Vert(LL) 0.02 1E 9!t9
Vert(TL) 0.03 1B 999
Hotz(TL) -0.00 2 nla
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 1491110
Weight: 20 (lbs)
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1,5E
BOTCHORD 2X4SPF-GNo.2 SLIDER Left 2 X 4 No.2 SPF-G 3-7-0
BRACING
TOP CHORD Sheathed or 64-0 on center purlin spacing.
BOT CHORD Rigid ceiling directly applied, or 1G00{O on center bracing.
REACTIONS (lbs/size) 1=4731O-3-8.3=46/0-3-8. 2=428lG$8
Max Horz 1=201(load case 3)
Max Uplift 2=183(load case 3)
Max Vert 1=501(load case 5), 3=46(load case 1), 2=428(load case 1)
FORCES
TOPCHORD 1-2=267
BoT CHORD 1-3=0
NOTES
1) This truss has been checked for unbalanced loading conditions about joint 2.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category lenclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = '1 .33, Plate Increase = 1 .33. Both end verlicals are exposed.
3) A plate rating reduction of 20% has been applied for the green lumber memb€rs.
LOAD CASE(S) Standard
8.oof1t
Truss
JGR
9T
5l ol
TRUSS
1
8x'10 ,
5.50 F'
| 1-7-1 | _
1 1-1
LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
OTHERS
WEDGE
REACTIONS
FORCES
TOP CHORD
BOT CHORD
WEBS
NOTES
'"- 8x1O I
-l
&90
2-90
|9m|_1'60_l 2-+O +G0
lc lo Tq IT\lo lo
11,1G15 _ _ |
$1-15
8x10 --
13-40
1-7-1
Continued on p3!ql
Plate Offsets (X,Y): [1:0-1-12,0-2-9], [2:0-1-8,0-112], l4:G1-4,G1-121, [5:G1J2,0-2-9]
SPACING
Plates lncrease
Lumber lncrease
Rep Stress Incr
Code
-f-cs
I rc 0.72
I BC 0.18
| *u 0.6s t__
1.15
115
NO
uBc-94
2X4SPF-GNo.2
2 X 8 SPF 1950F ,I .7E
2 X 3 SPF No.3 .Except-
2-8 2 X 4 SPF-G No.2, 4-6 2 X 4 SPF-G No.2
2X4HF-GStud
LeIt:2X4, Right: 2X4
(lbs/size) 1 =2387 lO-3-8, 5=2387/0-3-8
Max Horz 1=-83(load case 2)
Max Uplift 1 =-463(load case 4), 5=-463(load case 4)
1-2=-7276, 2-3=-2611 , !4=-2611 , 4-5=-7276
5-6=6208, 6-7=2202, 7 -8=2202, 1 -8=6208
2-8=5003, 2-7=516, 3-7=-540, 4-7=516, +6=5003
1) 2-ply truss to be connected together with 10d nails as follows: Top chords connected with 1 row(s) at 12 inches
on center. Bottom chords connected with 1 row(s) at I inches on center. Webs connected with 1 row at 6
inches on center.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
3) Special hanger required to support concentrated loads.
4) Provide adequate drainage to prevent water ponding.
5) A plate rating reduction of 2006 has been applied for the green lumber members.
LoAD GASE(S)
1) Lumber Increase='l .15, Plate Increase=1 .15
Uniform Loads (lbs per ft)
Vert:1-2=-190.0, 2-3=-190.0, 3-4=-190.0, 4-5=190.0, 56=-20.0, 6-7=-2A.O,7-8=-20,0, 1€=-20.0
BRACING
TOP CHORD Sheathed or 4-2-2 on center purlin spacing.
BOT CHORD Rigid ceiling dkectly applied, or 10-00-00 on center bracing.
Job
BATA
Truss
JGR
rruserw I
ROOF TRUSS
otv
1
Fly
2
t
ELK RIDGE/RILEY RES.'JOB #2402
SUPERIORTRUSS 3.3il)eScp1)l$EMiTek|ndu€ttbs, |rc. ThuA"c02207:53:321996 P{e2
roADcAsElsl
Concenffied Loe.ls (lb)
VertS=-1 000.0, 8*1000.0
Truss
JH
Truss Type
ROOF TRUSS
2-5-12
2-112 Gi-4
2-1& G|-o , 7-e0
4x5 tt
4
8.oo liz
1.5x4 tl
3 o
o
-t
OT dl
:1
4x8
z
1
2x4 t
't0
3x4 --
s.so F7
2 5'l2
ELK RIDGE/RILEY RES./JOB #2402
4x5 tt
5
1G11{ 11i+4 1}6-0
-l
3t0 G1-4 2-112
1.5x4 ll
6
4x8 \
7
I
5x12=
I
2x4
, 1&S0
2-*12
Thu Aug 22 07:53:40 1996 Page 1
T9 Iq oto l- ll ld
&$0 1fG4
4-34 +94
DEFL (in) (loc)
Vert(LL) 0.09 l0l9
Vert(TL) 0.'l2 10rp
Horz(TL) O.12 I
Min Length / LL defl = 360
ERACING
TOP CHORD
BOT CHORD
PLATES GRIP
M20(209a) 1491104
Weight: 74 (lbs)
l/defl
999 qaq
nla
Sheathed or 2€-7 on center purlin spacing,
exceDt end vefticals.
1-1 1 :6-3-0, l0-1 1 :6-3-0, 9-10:6-3-0,
Plate Offsets (X,Y): [4:0-1-8,-0-34], [5:0-1-8,-Gill
LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O,O BCDL 10.0
SPAC|NG 2-0-0
Plates lncrease 1 .15
Lumber lncrease 1.15
Reo Stress lncr YES Code UBC-94
LUMBER
TOP CHORD
BOT CHORD
WEBS
REACTIONS
FORCES
TOP CHORD
BOT CHORD
WEBS
NOTES
1) This truss has been designed for the wind loads generated by 100,0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
2) Provide adequate drainage to prevent water ponding.
3) SIMPSON H2.5 connectors recommended to connecl truss to bearing walls due to uplift as follows: One
connector at joint(s) 1 , 8.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(S) Standard
2X4SPF-GNo.2
2X4SPF-GNo.2
2 X 3 SPF No.3 .Except'
1-22X6 SPF 1650F 1.5E, 7-8 2 X 6 SPF 1650F 1.5E
11 -2 2 X 4 HF-G Stud, 7-9 2 X 4 HF-G Stud
(lbs/size) 1=1369/0-3-8, 8=1369/0-3-8
Max Horz 1 =18g(load case 3)
Max Uplifl 1 =-232(load case 4), 8=-232(load case 4)
1-2=-1347 , 2-3=-2538, 3-4=-2483, 4-5=-1297 ,5-6=-2483, 6-7=-2538,7-8=-1347
8-9=-0, 9-10=1285 , 1O-11=1285, 1-11=O
2-11=2106,3-11=-428, 4-11=1140,4-10=42,A1o=42, a9=1140, 6-9=-428, 7-9=2106
Truss Type
OUEENPOST
Ply
1
4-E-14
ELK RIDGE/RILEY RES./JOB #2402
3.300 e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 07
+11.7 3'C9 1,+0
6x8 -
4
3x4.,-
5
4x10 ..
+6-14
Loorz
f.-
4x10.'
z
1
2x4 |
3x4 :'
5
11
4x1o.
s.so F2
10
8x10 =
T l9 o rq
l; ci'
ol N tl o
o
+i o
9
8x10 6
7
2x4
&&8 12-2-8
2-1G1 t6-0
, 'lt2-8 , 1&00
3-&0 2-9.8
Plate Offsets (X,Y): [1 :01 -1 0,0-2-4], [2:G0-0,G1-81, [4:0-0{,G1 -81, [7:0+1 ,0-5-41, [9:G3€,G]41, [1 0:0-3-4,0-]41
LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPACING 2-O-O
Plates lncrease 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code UBC-94
DEFL (in) (loc) l/defl
Vert(LL) 0.34 1019 614
Ved(TL) 0.45 10/19 467
Hoz(TL) O.42 7 nla
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 149t'to4
Weight: 81 (lbs)
csl TC 0.89 BC 0.73 wB 0.88
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BoT cHoRD 2 X 4 SPF 1650F 1 .5E 'ExceDt'
10-9 2 X 4 SPF-G No.2 WEBS 2 X 3 SPF No.3 "ExceDt*
BRACING
TOP cHoRD Sheathed or 1-11-8 on center purlin spacing,
exceDt end verticals.
BOT CHORD 1-1 1 :6-3-0, 10-1 1 :6-3-0, 9-10:6-3-0, 8-9:6-3-0, 7-8:6-3-0.
1-22X6 SPF 1650F 1.5E, 6-72X6 SPF 1650F 1.5E
11-22X4SPF 1650F 1.5E, 1O-42X4 HF-G Stud
4-92X4 HF-G Stud, 6-82X4 SPF 1650F 1.5E
REACTIONS (lbs/size) 1-2095/0-3-8,7=2095/0-3-8
Max Horz 1=288(load case 3)
Max Uplift 1=-373(load case 4), 7=-372(load case 4)
FORCES
TOP CHO R D 1 -2= -2O60. 2-3= -421 4, 3-4= -41 4a, 4-5=-41 93, $6=-3861, &7=-2069
BOT CHORD 7-8=-0. 8-9=4023. 9-10=2099, 10-11=4150. 1-11=0
WEBS 2-1 1=3629, 3-11=-773,3-10=-338, 4-10=2333, 4-9=2266,5-9=-17s, 5-8=1059, 6-8=3279
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplifl as follows: One
connector at joint(s) 1, 7.
3) A plate rating reduction of 2006 has been applied for the green lumber members.
LOAD CASE(S) Standard
, -1-+O , 4-7,8 , 9!0 , 12-t1-11 1311-2 IGGO 17-+O
1-+O 4.7-8 +1-A 1&14 G1-4 2-10-11 1-4-0
Plv
1
6x6 =
4
8.oo fiz
o o
F ----F-6
o
+I o
10
5x8:.3x4 t
oT
|+ le -o lo li
I
1
3x4 lr
1r1-2
aG10
, 1&G0
2-10-14
5.50[az
32-6 Gtr8
3-2-6' y+2
ELK RIDGE/RILEY RES./JOB #2402
3.300 e Sep 20 1995 MiTek Industries, Inc.Thu Aug 22 07:54:03 1996 Page 1
1.5x4 ll
5
4x1 0 .,.
'1 Plate Offsets (X,Y): [1:0-1-10,0-3-6], [4:0-0-0,0-1-81, fi:G0-5,0-12], l9.O-2-12,o-3-41
LOADING (psf!
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
SPAC|NG 2-0-0
Plates Increase '1.15
Lumber Increase 'l .15
Reo Stress lncr YES Code UBC-94
DEFL (in) (loc) lidefl
Vert(LL) O .26 9E 706
Vert(TL) 0.35 9A 538
Horz(TL) 0.26 7 nla
Min Length / LL defl = 360
BRACING
TOP CHORD
BOT CHORD
PLATES GRIP
M20(209a) 1491104
Weight: 90 (lbs)
csl
TC
BC
WB
0.81
0.97
0.78
2 X 4 SPF-G No.2 'Except'
2-42X4SPF 1650F 1.5E
2X4SPF-GNo.2
2 X 3 SPF No.3 'Exceot.
1-22 X6 SpF 1650F 1.5E, 6-7 2 X 6 SPF 1650F 1.5E
10-2 2 X 4 SPF-G No.2, 4-9 2 X4 HF-G Stud
4-8 2X 4 HF-G Stud, SB 2 X 4 SPF-G No.2
(lbs/size) 1=1885/0-3-8, 7=1885/0-3-8
Max Hoz 1=325(load case 3)
Max Uplift 1 =-337(load case 4), 7=-337(load case 4)
Sheathed or 2-0-15 on center purlin spacing,
exceDt end verlicals.
1 -1 0:6-3-0, 9-l 0:6-1 -6, 8-9:6-3-0, 7-8:6-3-0.
REACTIONS
FORCES
TOP CHORD
BOT CHORD
WEBS
NOTES
'l ) This kuss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
lncrease = 1.33, Plate Increase = 1.33. Both end verticals are exposed.
2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to upln as follows: One
connector at joint(s) 1 , 7.
3) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(S| Standard
1 -2=-1 855, 2-3= -3329, 3-4=-3354, 4-5=-3281, 5-6=-3349, 6-7=-1 858
7-8=-0, 8-9=1 595, 9-10=351 6, 1-10=0
2-1Q=2845, 3- 1 0=-862, 3-9=-426, 4-9=2063, 4-8=1 630, 5-8=-498, 6-8=2809
0tv
J
Plv
ELK RIDGE/RILEY RES./JOB #2402
3.300eSep20 1995 MiTek Industries, Inc. Thu Aug 22 07:54:11 1996 Pagel
, -1-&0 , 4.7-8 , 9-&0 12,11-11 1rl-2 1$&8 1+G0
t-+0 +7-8 +7-8
6x6 =
4
3-&14 G1-4 2-7-6 G!8
1.5x4 tt
8.ooF
3x4 /,
3
10
SxB t
s.soflt
5
6
F
4x10.'
o
dT
';1
4x10', ,..,
2 ,.".1 'i{:7
AI Ii l.-d ld
li
I
-T 5l 9l 1
9
6x12 -cf 9l 1 7
3x4 tt
, 3-2-6 Ce6 111-2 , 1t&8 1e+0
32-6 }{-2 G&10 2'7-6 C18
Plate Offsets (X,Y): [1:0-1-10,0-3-6], [4:0-0-0,0-1-8], [7:0-G4,M15], [8:0-5-4,0-2-12], [9:0-4-12,0-3-4]
LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O,O BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
SPAC|NG 2-0-O
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr YES Code UBC-94
csl TC 0.80 BC 0.95 wB 0.93
DEFL (in) (loc)
Vert(LL) 0.24 1OE
Vert(TL) 0.32 9/8
Horz(TL) 0.23 7
Min Length / LL defl = 360
BRACING
TOP CHORD Sheathed or 2-3{ on center purlin spacing,
exceDt end verlicals.
BOT CHORD 1 -10:6-3-0, 9-10:5-10-1 5, 8-9:6-3-0, 7-8:G10.
REACTIONS
FORCES
TOP CHORD
BOT CHORD
WEBS
NOTES
2 X 4 SPF-G No.2 .Except.
2-42X4SPF 1650F 1.5E
2X4SPF-GNo.2
2 X 3 SPF No.3 'Except'
1-2 2X 6 SPF 1650F 1.5E, 1O-2 2X 4 SPF-G No.2
4-92X4 HF-G Stud, 4-82X4 HF-G Stud
6-82x 4 HF-G Stud, 6-7 2 X 6 SPF 1650F 1 .5E
(lbsisize) 1=1855/0-3-8, 7=1855/0-3-8
Max Hoz 1=358(load case 3)
Max Uplift 1=-324(load case 4), 7=-279(load case 4)
'l) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1 ,33. Both end verticals are exposed.
2) Special hanger required io support concentrated loads.
3) Hanger recommended for connection of truss to bearing walls due to uplift.: H2.5 at joint(s) 1 , 7.
4) A plate rating reduction of 200,6 has been applied for the green lumber members.
LOAD CASE(S| Standard
1 -2=-1824, 2-3=-3244, 3-4=-3238, 4-5=-2924, $6=-2988, &7=-1 831
7€=0, 8-9=1523, 9-10=3425, 1-10=0
2-10=2773,3-10=-837, 3-9=441 , 4-9=2a21 , 4-8=1310, s8=-476, 6-8=2479
TRUSS
Job
82178
o o
F
o
AT
i1
,',x ./'\t,'rEr
,|
8x10 n
3-110
3.t10
;;JIr-
KINGPOST
!t10
8.oo F 2
3x4':
2
10
2x4 tt
LOADING (pso
TCLL 80.0 TCDL 15,0 BCLL O,O BCDL 10.0
SPAC|NG 2-0-0
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr NO Code UBC-94
LUMBER
TOP CHORD 2 X 4 SPF 21OOF 1.8E
BOT CHORD 2 X 6 SPF 1650F 1.5E WEBS 2X4 HF-G Stud'Exceot'
SLIDER
1O-22X3 SPF No.3, 2-9 2 X 3 SPF No.3
4-8 2 X I SPF 1950F 1 7E
Left2X4 No.2 SPF-G 2-3-15, Right 2 X 4 No.2 SPF-G 1-1 1-14
ELK RIDGE/RILEY RES./JOB #2402
3.300 e Sep 20 1995 [iliTek lndustries, Inc. ThuAug2209:
2-7-4
4x5 =
4
-1-4"0 , 1t10 , GG8 8-7n12 930 t2-11-14 111-2 1AG0 , 17-+O
}Gt4 o1-4 1914 G1-4 2-1G11
5x6 .
3 5x6.--
4x10 i.
2//I 7
10x10 1 0x10 -
o
8x10 /r
oT |+ Ir 'd lo i
688 , 930
5.so | 12
3G14 2-8-8
'10-2 *** Overlapping Plates **"
REVIEW REQUIRED
2-l0-14
Plate Offsets (X,Y): [1:0-7-8,0-5-81, [1 :0-4-8,0-2-01, [3:0-1-4,0-1-8], [4:G0-0,G1-4], [5:G1-4,0-1-8], [6:G8-0,0-5€], [6:0-3-8,0-2-01, [8:0-0-0,0-1-8]
csl TC 0.90 BC 0.60 wB 0.90
DEFL (in) (loc) l/defl
Vert(LL) 0.30 I 636
Vert(TL) 0.39 I 484
Hotz(TL) 0,40 6 n/a
Min Length / LL defl = 360
PI-ATES
M20(209a)
GRIP
149t104
Weight: 84 (lbs)
BRACING
TOP CHORD Sheathed or 1-9-0 on center purlin spacing.
BOT CHORD 1 -10:6-3-0, 9-1 0:6-3-0, 8-9:6-3-0, 7-8:6-3-0, 6-7:6-3-0.
REACTIONS (lbs/size) 1=2533/0-4-0 (input O-18\,6=27720-4-6 (input: 0-3-8)
Max Hoz 1=258(load case 3)
Max Upliff 1 =-542(load case 4), 6=-596(load case 4)
FORCES
TOP CHORD 1-2=-6633, 2-3=-6300, 3-4=-3838, 4-5=-3851 , 5-6=-6746
BOT CHORD 6-7=551 2, 7-8=501 8, 8-9=51 87, 9-1 0=5584, 1 -1 0=5592
WEBS 2-10=83, 2-9=103,3-9=2395,3-8=-24A,4-8=2045,54=-1877,5-7=2360
NOTES
1) This truss has been designed forthe wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane
oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
2) Special hanger required to support concentrated loads.
3) Hanger recommended for connection of truss to bearing walls due to uplift.: H2.5 at joint(s) 1 , 6.
4) A plate rating reduction of 20% has been applied for the green lumber members.
5) Required bearing size at.ioint(s) 1 , 6 greater than input bearing stze.
LOAD CASE(SI
1 ) Lumber Increase=1.1 5, Plate Increase='l.1 5
Job
42178
Truss
LGRl
Trussrrne I
KINGPOST
atv
2
Plv
1l
o
ELK RIDGE/RILEY RES./JOB #2402
SUPERIOR TRUSS 3.300 e Sep 20 19s15 MiTek Industri6, hc. Thu Aug 22 $,:14:37 1996 Page 2
LOAD CASEISI
Uniform Loads (lbs ps ft)
Ved:l-2=J90.0, 2-3=-190.0, $4=J$.0, 45--190.0, !5=-,|90.0, 67=-Z).0, 7€=-il.0, &9=-20,0, 9-10=-Z).0, 110=-20.0
Concentrated Loads (lbs)
Ve :1 =-?53.3. 4:1500.0, 6=-253.3
, -1-&0
1-&0
3;11.S , 7-G10 7-1114 1GG2 , 14-1.2 1q?-6 17-!13 , 1&913 ,
!11-9 91-1 Gtl 2-t0-4
s
@
7ss,n 4x6',
3
3x4.:
2
Y
8x10 =-'" 10
2x4 tt
5.os F
I 311-9 | 7:ql0 tCG2 | _ 1+2-6 I 17-3-t3 __]
311-9 31-1 2-11-8 +2-4 !1-7
,,--
ELK RIDGE/RILEY RES./JOB #2402
Aug 22 09:15:08 1996 Page '1
+1-0 Gl-4 31-7
4x4 =
4
5x6,'
5
...::--':-'
I
4x'l6 =
7
8x10 =
rYI lo) l(o rd ld
lN I
Plate Offsets (X,Y): [3:0-1-4,0-1-8], [5:0-1-8,0-1-8], [7:0-0-0,0-4-8], [9:0-0-0,0-+4]
LoADING (ps0
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPACING 2-G,O
Plates Increase 1 .15
Lumber Increase 1.15
Rep Stress Incr NO Code UBC-94
0.84
NFA
0.79
LUMBER
TOP CHORD
BOT CHORD
WEBS
SLIOER
REACTIONS
FORCES
TOP CHORD
BOT CHORD
WEBS
NOTES
1) 2-ply truss to be connected together with 10d nails as follows: Top chords connec,ted with 2 row(s) at 4 inches
on cenier. Bottom chords connected with 1 row(s) at 12 inches on center. Webs connected with 1 row at 6
inches on center.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, '100.0 miles from hurricane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
3) Special hanger required to support concentrated loads.
4) A plate rating reduction of 200,6 has been applied for the green lumber members.
LoAD CAsE(Sl
'| ) Lumber Increase=1 -15. Plate Increase=1 .15
Uniform Loads (lbs per ft)
Vert:1-2=-190.0, 2-3=190.0, 3-4=-190.0, 4-5=-190.0, 5-6=-190.0, 6-7=-20.0, 7€=-20.0, &9=-20.0,
910=-20.0, 1-10=-20.0
csl
TA
BC
WB
BRACING
2X4 SPF 1650F 1.5E TOP CHORD
2 X 6 SPF 165OF 1 .5E BOT CHORD
2 X 3 SPF No.3 'Except'
3-g 2 X 4 HF-G Stud. 4-8 2 X 10 DF 1950F 1 .7E
5-7 2X4 HF-G Stud
Left 2 X 4 No-2 SPF-G 2-3-9, Right 2 X 4 No.2 SPF-G 1-10-0
(lbs/size) 1=3755/0-5-8,5-4373/0-3-8
Max Hoz 1=217(load case 3)
Max Uplift 1 =-821(load case 4), 6=-96'l(load case 4)
1 -2=-1 1 638. 2-3=-1 1 686. 3-4=-7566. 4-5= -7 587 . .a'6= -1 2557
6-7=10603, 7-8=9776, 8-9=9858, 9-10=10076, 1-10=10088
2-1 0=98, 2-9=568, 3-9=4007, 3-8=-3995, 4-8=3ff)2, 5-8=-3394, 5-7 =42Q1
sn-pesga
DEFL (in) (loc) l/defl
Vert(LL) 0.35 9 575
Vert(TL) 0.46 9 438
Hoz(TL) 0.43 6 n/a
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 1491104
Weight: 88 (lbs)
Sheathed or 3-8-7 on center purlin spacing.
Rigid ceiling directly applied, or 10-00-00 on center bracing.
Job
B.2',t78
TnSs
LGR2
rnrrervne (!
FINK
ot
I
Ply
2
,
ELK RIDGE/RILEY RESJJOB #2{A
LOADCASE{sl
Conoerilated Loads (lbe)
Vertl *285.0, 4-4{Xl0,O, 6=-286.0
JOD
az18
SUPER
, -1-40 , !34
s.oo fit
(!
@
4x10 t
3
o ol
E o
1
4x12'>
LOADING (pso TCLL 80.0 TCDL 15.0 BCLL O,O BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
REACTIONS
FORCES
TOP CHORD
BOT CHORD
WEBS
NOTES
SPAC|NG 2-0-0
Plates lncrease 1 .15
Lumber lncrease 1.15
Rep Stress lncr YES Code UBC-94
2 X 4 SPF-G No.2 'Except'
2-s2X4SPF1650F1.5E
2 X 4 SPF-G No.2 'Except'
1-112X4SPF1650F1.5E
2X3SPFNo.3'Exceot.
1-2 2 X6 SpF 1650F 1.5E, 7-8 2 X 6 SPF 1650F 1.sE
1-3 2 X 4 SPF-G No.2, 11-52X4 SPF 1650F 1.5E
6-82X4HF-GStud
(lbs,/size) 1=227210-5-8,8=2019/0-5-8
Max Hoz 1=386(load case 3)
Max Uplift 1 =-397(load case 4), 8=-348(load case 4)
6 A8 &7,1? ri-1-6 1$&8 1S*r2 19.8 4
}14 G1-4 +S10 4-7-2 Gt-4 !1G8
1.5x4 tl 3x8 I
4 o
2x4 tt
7
11
8x12 -
Inc. Thu Aug 22 07:54:26 1996 Pagel
I
4x6 =
19&4
t11-t2
'xB
t
5
o
5x6 r
qT
lP le '.\ to I-;
lN
1
Plate Offsets (X,Y): 11:O-2-12,o-2-81, [5:0-2-4,0-1-12], [5:04-12,G1-8], [9:0-0-0,0-2-4], [10:&2-8,0-3-01, [11:0-s0,0-34]
BRACING
TOP CHORD
BOT CHORD
WEBS
1 _2=_535, 2-3=0, 3-4=-5017, 4-5=-4934, 5-6=-2649, &7={, 7-8=-356
8-9=1 954, 9-1 0=21 49, 1 0-1 1 =1 870, 1-1 1 =41 96
1-3=-5124.}11=319, 4-11=-605, 511=3373, 510=875, 6-10=291 , 6-9=-828,6-8=-2544
1) This truss has been designed for the wind loads generaied by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f boftom chord dead load, 100.0 miles from hurricane
oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 wilh exposure C (ASCE 7-93). Lumber
lncrease = 1.33, Plate Increase = 1.33. Both end verticals are exposed.
2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One
connector at joint(s) 1 , 8.
3) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(SI Standard
5.50 fjz
F _ Ge8 13-1-2 _+___1EAA I &a8 GG10 2-7-6
ELK RIDGE/RILEY RES./JOB #2402
Sheathed or 110-12 on center purlin spacing,
except end verticals.
1 I 1 :51 1 -1 3, 1 0-1 1 :6-3-0, 9-1 0:G3-0, 8-9:6-30.
1 Ro$, at midot 1-3.6-8
Truss
M02
UDD
, -1-+0 ,
1-4O
2x4
2
+48 , 91-0 , 13-r-13 1t&8 1t*12 19&4
ELK RIDGE/RILEY RES./JOB #2402
3300 e Sep 2-1905 MiTek lndustries, Incjhu Aug 22 025438 1996 Page 1
4-G t3 2-&11 Gl 4 3106
4x5 =
5
6x6 =
4
8.oo F t
o
(o
r'j'
o
dT
51 o
1
5x12::s.so [r z
l_ _6.gL 13-1-2 _ | 1r&8 I 1e&4
|&&8 A&10 2-7-6
'11-12 **" Overlapping Plates ***
REVIEW REQUIRED
(oT
lo l,^
'd ld t:
lN
I
1
2x4 )l
E
4x6 =
Plate offsets (X,Y): 11:O-2-8,0-2-121, [4:0-2-0,0-1-81, [5:0-0-0,0-1-81, [6:0-0J 2,0-1-8], [9:0-0-0,G2-4], [11:0-5€,G3-81
SPACING LoADING {psfl TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
uBc-94
2 X 4 SPF 1650F 1.5E 'Except.
5-72X4SPF-GNo.2
2X4SPF-GNo.2'Exceot'
1-112X4SPF1650F1.5E
2 X 3 SPF No.3 'Exceot*
1-22X6SPF 1650F 1 5E, 7-82X6 SPF 16s0F 1.5E
1-32X 4 SPF-G No.2, 11-4 2X 4 HF-G Stud
6-82X4HF-Gstud
PLATES
M20(20sa)
M16(169a)
Weight: 101
BRACING
TOP CHORD Sheathed or 1-10-1 on center purlin spacing,
except end verticals.
BOT CHORD 111:$11-6, '1011:6-34, 910:S3-0, 8-9:6-3-0.WEBS 1 Row at midPt 6-8
2 Rows at 1/3 ots 1-3
csl
TC
E|t-
WB
1 .00
0.94
0.94
REACTfONS (lbs/size) 1=22721O-5-8,8=2019/0-5-8
Max Hoz 1=344(load case 3)
Max Uplift 1=-397(load case 4), 8=-348(load case 4)
FORCES
ToP CHORD 1-2=-655, 2-3=-0, 3-4=4857, 4-5=-2383, 5-6=-2819, 6-7=0, 7{=-356
BOT CHORD 8-9=1954, 9-10=2149, 10-11=2670.1-1 1=4618 WEBS 'l -3=-5451, 3-11=-172, 4-11=2502, 4-10=-375,5-10=973, &10=437, 6-9=€28, 6-8---2544
NOTES
1) This kuss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p,s.f boftom chord dead load, '100.0 miles from hurricane
oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
2) Provide adequate drainage to prevenl water ponding.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to upliff as follows: One
connector ai joint(s) 1 , 8.
4) A plate rating reduction of 2006 has been applied for the green lumber members.
LOAD CASE(S) Standard
GRIP
1491104
139/91
(lbs)
Truss
M03
lr,*"t'*-e)-
l-ouEENPosr uss
o o
F-
2x4rr ,' /'
2,1.12,-'-'@'1
o
dT
o ,,/' .'
1..'
1
4x12.
LoADING (pso TCLL 80.0 TCDL '1s,0
BCLL O.O BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
SPACING
Plates lncrease
Lumber lncrease
Rep Stress Incr
Code
2-O-O
1 .15
1 .15
YES
uBc-94
csl TC 0.87 BC 0.86 wB 0.99
2 X 4 SPF-G No.2 'Except.
6-7 2X4 SpF 1650F 1 .5E. 7-8 2 X 4 SPF '1650F 1.5E
BRACING
TOP CHORD
REACTIONS
FORCES
TOP CHORD
BOT CHORD
WEBS
NOTES
2 X 4 SPF-G No.2'Except. BoT CHORD
1-132X4SPF 1650F 1.5E, 11-13 2 X 4 SPF 1650F 1.5E
2 X 3 SPF No.3 'Except. WEBS
1-2 2 X 6 SpF 1650F 1.5E, 8-9 2 X 6 SPF 1650F 1.5E
1-3 2 X 4 SPF-G No.2, 13-42X4HF-GStud
12-5 2 X 4 SPF-G No.2, 1 1-7 2 X 4 HF-G Stud
1O-82X4 HF-G Slud
(lbs;/size) I =22721O-5-8, 9=201 9/0-5-8
Max Hoz 1=351(load case 3)
Max Uplift 1=-397(load case 4), 9=-348(load case 4)
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5,0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 'l .33. Both end verticals are exposed.
2) Provide adequate drainage to prevent water ponding.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplifi as follows: One
connector at joint(s) 1 , 9.
4) A plate rating reduction of 2006 has been applied for the green lumber members.
LOAD CASE(S) Standard
1-2=-535.2-3=-0, 3-4=-5O17 ,4-5=-301 1 , 5-6=-3038, &7=-3720,7 -8=-2247 ,8-9=-1 982
9-10=-0, 10-1 1 =2179, 11-12=4186, 12-13=4134, 1-13=4196
1-3=-5124.3-13=319, 4-13=186a,4-12=-2016, 5-12=2815, 6.12=-2259,6-11=454,7-11=24n,
7-10=-1 193, &10=1897
, -r-4.0 394 GA8 6h12 9'0 , 11-S0 , 1$1-13 , ',l*&4
C!1-4 2-7-1
8.oo lit 4x6',-
4
4x10'::
3
-,,1'"13
8x10 _
5x6 tt
5
4x8 r
6
5.5oFZ
, c&8 , 9$0 t31-2 1t&8 1S&4
2-&.8 3't0-z
Plate offsets (X,Y): 11.O-2-12,0-2-81, [4:0-1-4,0-1-8], [5:0-0-0,G2-01, [6;0-0{,0J-12], [7:0-2-0,0-1-81, [10:0-2-0,0-2-0], [11:0-0-0,0-3-4], [12:0-0-0,01-81,
[13:G3J 2,0-3-4]
-E;I'ELK RIDGE/RILEY RES./JOB #2402
3.30OeSep20 1995 MiTek Industries, lnc. Thu Aug 22 09:15:35 1996 Pagel
3&t3
11
8x10 -
5x6 r
8
I
2x4 |
10
6x6:
,9T E lP le 'r''d to t!:
IN
I I
T1t-12
OEFL (in) (loc) l/defl
Vert(LL) 0.34 13 683
Vert(TL) O.44 13 5n
Horz(TL) 0.37 9 n/a
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 149110/.
Weight: 101 (lbs)
Sheathed or 1-5-10 on center purlin spacing,
except end verticals.
1-13:6{-1 1, 12-13:6-3-0, 11-12:G34, 1Gl 1:6-}0,
9-'10:6-3O.
1 Row at midpt 1-3,12$
Truss Type
ROOF TRUSS
-1-+0
T-
ld lr t-
I
l"lo IF
1.
oJ ol
EI
8.oonz
4x4 ll
1
2
1.5x4 ll
s.so f12
F +38
LoADING (ps0
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
REACTIONS
Plate Otfseis (X,Y): 11 .O-1-12,0-2-41
SPAC|NG 2-0-0
Plates lncrease 1.15
Lumber Increase 1.15
Reo Stress lncr YES
u8c-94
2X4SPF-GNo.2
2X4SPF-GNo.2
2X3SPFNo.3
(lbs/size) 2=40O-5-8, 1=253/0-5-8, 3=40/0-5-8
Max Horz 2=-22(load case 2), 1=-22(load case 2)
Max Uplift 2=-1o3(load case 2), 3=-1o3(load case 2)
BRACING
TOP CHORD
BOT CHORD
PLATES GRIP
M20(209a) 149t110
Weight: 2l (lbs)
Sheathed or 10000+0 on center purlin spacing,
exceDt end verticals.
2-3:G3-0.
FORCES
TOP CHORD 1-2=0
BOT CHORD 2-3=-16 WEBS 1-3=0
NOTES
1) This truss has been checked for unbalanced loading conditions aboutjoint 4.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end vedicals are exposed.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 2, 3.
4) A plate rating reduction of 20% has been applied for the green lumber memb€rs.
LOAD CASE(S) Standard
DEFL (in) (loc) Udefl
Vert(LL) 0.03 / 999
Vert(TL) 0.04 2B 999
Hoz(TL) -0.00 3 n/a
Min Length / LL defl = 360
Job
82178
Truss
N-HG
**t-rp f-
ROOF TRUSS
SU
, -1"+0 2-€-5 , ee1 , 1Gt13
3-11-12
e.oofiz
*1
*
s soltz
1-G13 3-11-12
RES./JOB #2402
3.300e Sep20 1995 MiTek lndustries, Inc. Thu Aug 22 Q7:55:01 1996 Page 1
19-+12
+11-4 3-11-12
$1r-12
1.5x4 ll
6
1','
| 1G8 12-n5, _Ael t l0tr3 I 1a:t8 t _ 1*4-12 _ 1
3-i1-12 &11-4
't)
Plate offsets (X,Y): [2:0-2-0,0-1-01, 17:0-2-4,0-2-4]; [10:0-0-0,G5€], [13:0-0-0,O3-8]
LOADING (ps0
TCLL 80.0 TCDL 15.0 BCLL O-O BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
DLILJtrX
REACTIONS
FORCES
TOP CHORD
BOT CHORD
WEBS
NOTES
SPAC|NG 2-O-O
Plates Increase 1.15
Lumber Increase 1.15
ReD Stress lncr NO
uBc-94
2 X 4 SPF-G No.2 .ExceDt.
2-62X4 SPF 1650F 1 .5E
2 X 6 SPF 1650F 1.5E
2 X 3 SPF No.3 'Except'
5-72X4HF-GStud
Left2X 4 No.2 SPF-G 1-6-4
(lbs/size) 1=3233/0-3-8, 7=292310-5-8
Max Hoz 1=242(load case 3)
Max Uplift 1=-669(load case 4),7=-560(load case 4)
Continued on
csl
TA
DU
WB
0.76
0.53
0.96
DEFL (in) (loc) l/defl
Vert(LL) 0.35 I 650
Vert(TL) 0.46 9 495
Hoz(TL) 0.14 7 nla
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 1491104
Weight: 82 (lbs)
BRACING
TOP CHORD Sheathed or 4-1-.l0 on center purlin spacing,
exceDt end verticals.
BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing.
1 -2=-77 61, 2-3=-41 1 8. 3-4=-8668, 4-5=-7283, 5-6=0, d7 =&2
7-8=7283, &9=9624,9-10=9624, 1O-11=%24,1 1-12=8668, 12-13=4114, 1-13=6208
2-13=3044, 2-12=18fi,3-12=-481 5, 3-11=468, 411=1018, 4-9=115, 4-8=-2493, a8=983, $7=-7606
'l) 2-ply truss to be connecled together with 10d nails as follorrts: Top chords connected with 1 row(s) at 8 inches
on center. Bottom chords connected with 1 row(s) at 12 inches on center. Webs connected with 1 row at 6
inches on center.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
3) Provide adequate drainage to prevent water ponding.
4) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: Two each
connectors at joint(s) 1 , 7.
5) A plate rating reduction of 2006 has been applied forthe green lumber members.
LOAD CASE(SI
'l ) Lumber Increase=1. 1 5. Plate Increase=1 . 1 5
Job
8,2178
Trusg
N-HG
rrusTync I
ROOFTRUSS
atv
1
Plv
2
t
ELK RIDGE/RILEY RES./JOB #2.'I{I2
SUPERIOR TRUSS
LoAD cAsE{sl
3.gn e S€p 20 1ffi MiTek lndustrl€8, Ino. Thu Ar{ 22 07:55:02 19gO Page 2
Uniform Louds (lbs p€r fi)
V€rtl-2=-190.0,2€=-ZU.1,++.n4!1,1-5--714.1,6$=-271.1,78=-28.9,6€---28.9,910E-28.9, ,|trl1=-28.9, 11-12=-?8'.9,12-iU-N.0,
1-13=-Z).o
Ccpentm0ed Loads (lb)
Ved:l=-253.3, 12=-3fE'8
Truss
N01 MONO HIP
r-'u."rrp"-f-atv
1 ELK RIDGE/RILEY RES./JOB #2402
3.300 e Seo 20 1995 MiTek lndustries. lnc.Thu Aug 22 07:55:151996 Page 1
11&1 19+12,
{-t1-13 1-&3
, -1-40 , 4-&5
1-+0 4-G5
a oo [i-
+r-15
5x6 :
t
l*
11
4xe -
10
3x4 =
F t-t8 I _ t 3 _l 1G90 , _ 1+1G15 _ | 19+12 _______)
1-S8 +311 +11-13 G1-15 +113
Plate Offsets (X,Y):
LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O,O
BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
SPACING
Plates lncrease
Lumber lncrease
Rep Stress lncr
Code
2-O-O
1.15
1.15
YES
uBc-94
csl
I t v.Jz BC 0.97 wB 0.92
DEFL (in) (loc) l/defl
Vert(LL) 0.15 4 999
Vert(TL) 0.19 4 999
Hoz(TL) 0.09 8 n/a
Min Length / LL defl = 360
PLATES
M20(209a)
Weight: 86
GRIP
149t104
(bs)
2 X 4 SPF 1650F 1 .5E .Except'
6-72X4SPF-GNo.2
2X4SPF-GNo.2
2 X 3 SPF No.3 'Except'
1-22XO SPF 1650F 1.5E,13-22X4 HF-G Stud
6-92X4HF-GStud
BRACING
TOP CHORD Sheathed or 1-10-5 on center purlin spacing,
exceoi end verticals.
BOT CHORD 1-13:6-3-0, 1 0-1 1 :6-1-1 4, 9-1 0:&3-0, &9:6-3-0, 1 2-1 3:6-3-0,
11-12:.a.1-14.
REACTfONS (lbs/size) 1=225510-+8,8=2002G$8
Max Hoz 1=346(load case 3)
Max Uplift 1=-398(load case 4), 8=-341(load case 4)
FORCES
ToP CHoRD 1-2=-2243,2-3=-2506, 3-4=-261 1, 4s=-3086, 5$=-2207,6-7=0,7-8=-128
BoT CHoRD 8-9=866, 9-1 0=2755, 1 0-1'l =3258, 1 1 -1 2=3258, I 2-1 3=2230, 1 -13=o WEBS 2-13=2092,3-13=-210, 3-12=825, +12=-912,4-1 0=-293, $10=466, A9=-1320, &9=1859, 6-8=-2024
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p,s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
lncrease = 1 .33. Plate lncrease = 1 .33. Both end verticals are exposed.
2) Provide adequate drainage to prevent water ponding.
3) SIMPSON H2.5 connectors recommended to connect truss to bearinE walls due to uplifi as follo\trrs: One
connector at joint(s) 1, 8.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(SI Standard
[6:01-12,0-1-8], [9:0-14,0-1€], [1 1 :e04,0-]81
T_ ---l l*-l
TRUSS
, -1.+0 ,
1,40
rrussrvne I
COMMON
Plv
I ELK RIDGE/RILEY RES./JOB #2402
e Sep 20 1
113 , ees , _ 11.1-7 t_ ts.&g _
?t13 $13 +7-2 +7-2
N rt
a oo [iz
s.so I12
12 11
3x4 -
3x6 =
10
3xl0--
1 158 t-
1-t8
a&5_ | 11-1-7 1$&9
tG13 4-7-2 4-1"2 **" Overlapping Plates ***
REVIEW REQUIRED
MiTek Industries, Inc. Thu Aug 22 07:55:25 1996 Page
, 19412
o
I
2x4 tl
T-lq
1^
, 1$+12
LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O
BCDL 10.0
Plate Offsets (X,Y): [7:0-0-0,0-1-12]
SPAC|NG 2-0-0
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Skess Incr YES Code UBC-94
2 X 4 SPF-G No.2 'Exceot.
4-6 2X 4 SPF 1650F 1.5E
2X4SPF-GNo.2
2 X 3 SPF No.3 -Except*
1-22X6SPF 1650F1.5E, 13-22X4 HF-G Stud
DEFL (in) (loc) l/defl T-Vert(LL) 0.11 11/10 999
I Vert(TL) 014 11t10 999
|Hoz(TL) 0.07 I n/a I
Min Lensth / LL defl = 360 L
1.00
0.75
0.94
LUMBER
TOP CHORD
BOT CHORD
VYtrDD
REACTIONS (lbs/size) 1 =225510-3-9 (input:
Max Hoz 1=383(load case 3)
Max Uplift 1=-398(load case 4),
BRAGING
TOP CHORD
BOT CHORD
0-3-8), 8=2002/0-$8
8=-341 (load case 4)
FORCES
TOPCHORD 1-2=-2243,2-3=-2703,3-4=-2379,4-5=-2221,+6=-2221, &7=-1589, 7-8=-1968
8OT CH oR D 8-9-0. 9-1 0= 1 320, 1 0-1 1 = 1 975, 1 1 -12=237 6, 1 2-1 3=2376, 1 -13=O
WEBS 2-13=2260,3-13=-205, 3-1 1=-468, 4-11=335, 410=326, 510=-902, G10=1195, 6-9=-682, 7-9=1525
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1.33. Both end verticals are exposed.
2) Provide adequate drainage lo prevent water ponding.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One
connector at joint(s) 1 , 8.
4) A plate rating reduction of 200lo has been applied for the green lumber members.
5) Required bearing size at Joint(s) 1 greater than input bearing size.
LOAD CASE(S| Standard
PLATES GRIP
M20(209a) 1491104
Weight: 93 (lbs)
Sheathed or 110-5 on center purlin spacing,
exceot end verticals.
1-13:6-3-0, 11 -12:6-2-13, 10-1 1 :6-3-0, 9-10:6-3-0, 8-9:6-3-0,
't2-13.6-2-13.
.,r't,
1..,/
o
dT
5L o
.. T_
;'1 ]';
, ,1-!-0 +33
1-+0 43-3
ELK RIDGE/RILEY RES,/JO8 #2402
Thu Aug 22 07:55:34 1996
1}&9 , 16611 19-+12
,2.4 2-1G2 2-162
3x6.::
6
1.5x4 tt
7
3x4';
3
--ft]-------------
T
t9
1ry
l^F--lq
o 11
3xO -
10
3x4 -1
3x4
1-5 8 7-Gt3
1r+12
E.oo F7
4x8, ../,. 1
2 .",.-..z
-'12
5x8 =
LoADING (ps0
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
Plate Offsets (X.Y): [4:0-0-0,0-6-0], [5:0-0-0,0-3-Bl, [8:0-0-0,0-2-41
SPACING
Plates Increase
Lumbel Increase
Rep Stress Incr
Code
2-0-0
1.15
1. t5
YES
OEFL (in) (loc) l/defl
Vert(LL) 0.10 10/19 999
Vert(TL) 0.13 12/11 999
Hoz(TL) 0.08 8 n/a
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 149t1o4
Weight: 104 (lbs)
2 X 4 SPF-G No.2 .Exceot'
4-5 2 X6 SPF 1650F 1.5E
2X4SPF.GNo.2
2 X 3 SPF No.3 .Exceot'
1-22X6 SPF 1650F 1.5E,12-22X4 HF-G Stud
REACTfONS (lbs/size) 1=225510-5-8,8=20020-5-8
Max Hoz 1=420(load case 3)
Max Uplift 1 =-398(load case 4), 8=-341 (load case 4)
FORCES
TOP CHORD 1-2=-2243,2-3=-2569,3-4=-2036, 4-5=-14O5, 5-6=-1682, 6-7=0, 7-8=-244
BOT CH ORD 8-9= 1 1 98, 9.1 0=1 699, 1 O-1 1 =2262, 1 1 -1 2=2262, 1 -12=4
WEBS 2-12=214a,3-12=-181 , 3-10=-654, 4-10=455, zf9=-409, 5-9=123, 6-9=343, 6-8=-2083
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane
oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
2) Provide adequate drainage to prevent water ponding.
3) SIMPSON H2.5 connectors recommended to connect truss io bearing walls due to uplift as follows: One
connector at.joint(s) 1, 8.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(S) Standard
BRACING
TOP CHORD Sheathed or 2-2-2 on center purlin spacing,
except end verticals.
BOT CHOR D 1 J 2:6-3-0, 1 O-1 1 .6-2-4, 9- 1 0:6-3-0, 8-9:G3 -O, 1 1 -1 2:6-2-4.WEBS 'l Row at midpt 4-9, 6-8
csl TC 0.82 BC 0.81 wB 0.85
Job
82174
SUPERIOR TRUSS
OUEENPOST ELK RIDGE/RILEY RES,/JOB #2402
e Sep 20 1 Industries, Inc. Thu Aug 22 07:
11-&9, 1t6-1l , 194-12
1-2-4 3102 31G2
1 .5x4 tt
8
11
3x10 =
10
2x4
, -1-4-O , 2-7-9
1-+0 2-7-9
1 SxB =
3x4 ll
t}3 7-10-12 , 1G&5
4x4 t LooFZ 5
1 .5x4 tl
4
13
6x10 -
2-7-9
4x4 = 4x5 ll
67
(o
o
t-
T t9
IT IN It--r4
o
dT rl o
1,5"s5,50 [|a!3 | il'5 r iqqr---------r---- :rz -r 1-18 1911 S13 tG6 3tG2 *** Overlapping Plates ***
REVIEW REQUIRED
Truss Type
Plate Offsets (X,Y): [9:0-0-0,0-1-8]
LOADING (ps0
TCLL 80.0 TCDL 15.0 BCLL O,O BCDL 10.0
SPACING 2-0-0
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr YES Code UBC-94
LUMBER
TOPCHORD 2X4SPF-GNo.2
BOTCHORD 2X4SPF-G No.2 WEBS 2X3 SPF No.3'ExceDt'
1-2 2 X 6 SPF 1650F 1.5E, 14-22X 4 HF-G Stud
REACTIONS (lbs/size) 1=2255/0-5€, 10=2002O-$8
Max Hoz 1=459(load case 3)
Max Uplift 1=-398(load case 4), 10=-341(load case 4)
DEFL (in) (loc) Udefl
Vert(LL) O.1O 13fi2 999
VertfiL) O.13 13112 999
Hoz(TL) 0.07 10 nla
Min Length / LL defl = 360 Weight: 1 13 (lbs)
BRACING
TOP cHoRD Sheathed or 2-8-10 on center purlin spacing,
exceot end verticals.
BOT CHORD I I 4:G3-0,'l 2-1 3:6-30, 1 1 -1 2:.6!0, 1 0-1 1 :6-3-0,
1$14:S0-5.
csl TC 0.65 BC 0.74 wB 0.95
GRIP PLATES GRIP
M20(209a) 149fi04
FORCES
ToP CHORD 1-2=-2243,2-3=-2788,3-4=-25a7,4-5=-2524,5-6=-1671, &7=-1386, 7-8=-1634, &9=-1631, 9-10=-1964
BOT CHORD 1A-11=A. 11-12=1310. 12-13=1757 , 13-14=2428, 1-14=O
WEBS 2-14=2331 ,3-14=-2O7 ,3-13=-352, 413=-493, 5-13=821 ,5-12=-84?,6-12=536, 7-12=330, 7-1 1 =101 , 8-1 I =-704, 9-1 1 =1529
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1.33. Both end verticals are exposed.
2) Provide adequate drainage to prevent water ponding.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One
connector at joint(s) 1 , 10.
4) A plate rating reduction of 20% has been applied for the green lumber memb€rs.
LOAD CASE(S) Standard
Truss
NGR
Truss Type
COMMON
(Y)
@
(')
, -1-40 , 1-5-7 2,1G',r3 , ++4 , 7-911
1-4,0 1-r7 1-r7 1-5-7 35.7
s.ool12
1X.12 =
5 50l12
2-O-2 2-U2 2-&1
9l o
i1
:^:1 '-:1
1
8x10 rl
Plate Offsets (X,Y):[1 :0-1 -6,0-1 -10], [6:0-1-1 2,0-1 -8], [7:0-3-0,0-1-81, [1 0:0-0{,0-5-4]
LoADING (pso
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2-0-0
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr NO Code UBC-94
LUMBER
TOP CHORD 2X4 SPF 1650F 1-5E'Exceot"
1-42 X4 SPF 2100F 1.8E
BOT CHORD 2 X 8 SPF 1950F 1.7E WEBS 2X3 SPF No.3 *Except'
7-82X4 HF-G Stud, 13-32X4HF-GStud
10-6 2 X 4 HF-G Stud, 7-9 2 X 4 SPF 1650F 1.5E
13-4 2 X 4 SPF 1650F 1.5E
OTHERS 2X4 HF-G Stud WEDGE Left: 2X4
REACTfONS (lbs/size) 1=55920-5-8,8=773410-6-1(input: G5-8)
Max Hoz 1=31g(load case 3)
Max Upliff 1 =-1213(load case 4), 8=-1713(load case 4)
ELK RIDGE/RILEY RES./JOB #2402
3.300 e Sep 20 1 :. Thu Aug 22 O7:56.OO 1996 Page
Tu,,
, 2r}2 , +0-4 , F&5 9+6 , 12+7 1+&8
FORCES
TOP CHORD 1-2=-9882,2-3=-10661, 3-4={ 6893, 4-5=-141t16, $6=-14506, 6-7=-9091, 7-8=$226
BOTCHORD 8-9=0, 9-10=11274, 1O-11=14557,11-12=14557,12-13=12437,13-14=12380, 1-14=6881 WEBS 2-14=2492,3-14=-5195, 3-13=3307, 4-13=7827 , +12=2070,51 2=-689, 5-10=-73, 6- l0=4341 , 6-9=-4183, 7-9=10855
NOTES
1) 2-ply truss to be connected together with 10d nails as follows: Top chords connected with 1 row(s) at 12 inches
on center. Bottom chords connected with 2 row(s) at 4 inches on center. Webs connected with 1 row at 6
inches on center.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
lncrease = 1.33, Plate Increase = 1.33, Both end verticals are exposed.
3) Special hanger required to support concentrated loads.
4) Provide adequate drainage to prevent water ponding.
5) A plate rating reduction of 20% has been applied for the green lumb€r members.
6) Required bearing size at joint(s) I greater than input bearing size.
LOAD CASE(SI
| 11-3-l | 1+&6 ,
2-&1 2'&1
DEFL (in) (loc) Udefl
Vert(LL) 0.27 11110 644
Vert(TL) 0.35 11/10 491
Horz(TL) 0.18 8 n/a
Min Length / LL defl = 360
BRACING
TOP CHORD Sheathed or 2-1G8 on center purlin spacing,
except end verticals.
BOT CHORD Rigid ceiling directly applied, or 1G@-00 on center bracing.
PLATES GRIP
M20(20sa) 1491104
Weight: 80 (lbs)
ELK RIDGE/RILEY RESJJOB #2402
LOAD CASE(SI
1 ) Lumber lncrease=1 . 1 5, Plate Insease=1 . 1 5
Uniform Loade (lbe per fl)
Veil:1-2="190.0, 2-3-190.0, 34-190.0, 4€=-190.0, 5€=-190.0, S7=-190.0, 8-9=-1020.0, 910c-1(I20.0, 1G11=-l(}20.O, 11-12=-20.0,
1 2-13='-ZJ.O, 1 $ 1 4:-20.0,'l -1 L--2lJ.0
Conc€ntrated Loads (bs)
Vert:1 :2Fi11.3. I 3=-500.0
\
\
\
\
\
\
LOADING (pso
TCLL 80.0 TCDL 1s.0 BCLL O,O BCDL 10.0
MONO SCTSSOR
1-40
-1-+O
6.00 h2
3x6 z
@
(f,
clt
T
o A r
l
@
s
9i o :l
1
4x4 .:3.so fiz
q
SPACING
Plates lncrease
Lumber Increase
Rep Stress Incr
Code
LUMBER
ToPCHORD 2X4SPF-GNo.2
BoTCHORD 2X4SPF-G No.2 WEBS 2X3 SPF No.3.Excepl'
1-22X6 SPF 1650F 1.5E
1 .15
1 .15
YES
uBc-94
BRACING
TOP CHORD Sheathed or &0-0 on center purlin spacing,
exceDt end verticals.
BOT CHORD 1-5:6-3-0.
REACTfONS (lbs/size) 1=905/0-3-8, 5=368/0-3-8, 4=28410-3-8
Max Horz 1=246(load case 3)
Max Uplift 1 =-1o4(load case 3), 5=-89(load case 3), 4=-89(load case 3)
Max Vert 1 =905(load case 1), 5=381 (load case 5), 4=284(load case 1)
FORCES
TOP CHORD 1 -2=-430, 2-3=145, 3-4=-176
BOT CHORD 1-5=963
WEBS 1-3=l 133, 3-5=-908
NOTES
1 ) This truss has been checked for unbalanced loading conditions about joint 4.
2i This truss has been designed for the wind loads generated by 100.0 m.P.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline,;n a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1.33, Plate Increase = 1 .33. Both end verticals are exPosed.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One
connector at joint(s) 1 , 5.
4) A plate rating reduction of 20% has been aPplied for the green lumber members.
LOAD CASE(S) Standard
*** Overlapping Plates ***
REVIEW REQUIRED
csl TC 0.48 BC 0.47 wB 0.53
(Matrix)
DEFL (in) (loc) udefl
Vert(LL) 0.07 1E 999
Vert(Tt) 0.09 1E 803
Horz(TL) 0.01 5 nla
Min Length / LL defl = 360
3x4 --
PLATES GRIP
M20(209a) 1491110
Weight: 29 (lbs)
O O
' l,o
s.
'"*'
.,tF t
'
I
.a
'*;ts' ,,,
't
"' q)
f.f
MiTek Industries, Inc. Thu Aug
Truss Type
ROOF TRUSS
1-10" 10
1 .5x4 ll
4
FF
c.,,rf :?o1
N
o)
(o
t.zt@
z.sa@
4x4::
2
1
1 .5x4 11
ELK RIDGE/RILEY RES./JOB #2402
SPACING 2.GO
Plates lncrease 1.15
Lumber lncrease 1-15
Rep Stress Incr NO Code UBC-94
DEFL (in) (loc) Udefl
Vert(LL) 0.06 3 999
Vert(TL) 0.08 3 999
Hoz(TL) 0.01 5 n/a
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 1491104
Weight: 42 (lbs)
l2:O-14,G'l-121
LUMBER
TOPCHORD 2X4SPF-G No.2
BOT CHORD 2X4 SPF.G]IW WEBS, 2X3SPFNo.3'Exceot'| 26{X4 HF-G stud i 'd\ r
REACTIONS (lbs/size) 1=121On-4-15,5=852rc-3-8
BRACING
TqP CHORD Sheathed or 2€-10 on center purlin spacing,
except end verticals.
BOT CHORD 16:6-3.0. $6:6-3-0.
Max Hoz 1=332(load case 3) i //'
' lVlax Uplift 1=-3{Q(load case 2),.5:-228(load case 3;
FoRcEs .
TOP CHORD 1-2=-1168,,-a=-151n, a-O=O , a-5=-3V ) t 'J
BOTCHORD 5-6=1455, 1-6=0 .. \ ', #l
TOPCHORD 1-2=-1168, 2-3=-1519, 3-4=4,4-5=-3Tl - t, I
BoTcHoRD 5-6=1455, 1-6=0 #" I WEBS 2-6=1435,3-6=-135,3-5=-1438 [, fl hores tl tl
!J1tE ttr"" tr"" u"en designed for the wind loads generated by l oo.o m.pf winds at 28.0 feet above ground levet, usinfi.O p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, fr a category lenclosed building, of dimensiog$ 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1.33. Both end verticalp ara exposed. I t.l :,
) SIMPSON H2.5 connectors recommended to connect truss to bearing 6alls due t6 upliff as follows: One cotnector ?ljoint(s) l, 5.
\ A pfate rating reduction o{ 2006 has been applied for the green lirmber members. I /' I
!
DAD CASE(SI Standard I
I
l
-l
f
"(s
\o
c
r*
l.
t ,,4
.300 e Sep
ELK RIDGE/RILEY RES./JOB #2402
1 .5x4 tt
q
,j-4-0 , 2-1-12 , +38 4-4112 600 1-__i+--.1
1,4-0 2-1-12 2-1-12 Gr-4 't-7-4
o
@
(!
o
(')
:1
T"ln
1
1
3x4 t
SPACING 2.0,4
Plates Increase 1 .15
Lumber Increase 1.15
Rep Stress Incr YES
Code UBC-94
2X4SPF-GNo.z
2X4SPF-GNo.2
2X3SPFNo.3
(lbsr/size) 1=844/0-38, 6=591/G3-8
Max Hoz 1=356(load case 3)
Max Uplift 1=-136(load case 2), 6=-222(load case 3)
1 -2=-415, 2-3=0, 34=-459, +5=0
6-7=407 . 1-7=7OO
5-6=-1 37,J-*-889, 3-7 =-266, 4-7 =280, 4€=S00
3.50 FZ
F-- +38 I GGo
-+3E r,&6
DEFL (in) (loc) l/defl
Vert(LL) O.O2 716 999
Vert(TL) O.O2 1n 999
Hoz(TL) 0.01 6 n/a
Min Length / LL defl = 360
csl TC 0.23
BC 0.28 wB 0.33
PLATES GRIP
M20(209a) 149t110
Weight: 32 (lbs)
LUMBER
TOP CHORD
BOT CHORD
WEBS
REACTIONS
BRACING
TOP CHORD Sheathed or 64-0 on center purlin spacing,
exceol end verticals.
BOT CHORD 1-7:&30, 6-7:G3-0.
FORCES
TOP CHORD
BOT CHORD
WEBS
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exPosure C
(ASCE 7-93). Lumber Increase = 'l .33, Plate Increase = 1 .33. Both end verticals are exPosed.
2) SIMPSON H2.5 connectors recommended lo connect truss to bearing walls due to uplift as follows: One connector at.loint(s) 1 , 6.
3) A plate rating reduction of 20% has been applied for the green lumber members
LOAD CASE(S) Standard
1,5x4 I
LOADING (psfl TCLL 80.0 TCDL 15.0 BCLL O.O
BCDL 10.0
o o
Truss
NGR
Truss Type
COMMON
(Y)
@
(')
, -1-40 , 1-5-7 2,1G',r3 , ++4 , 7-911
1-4,0 1-r7 1-r7 1-5-7 35.7
s.ool12
1X.12 =
5 50l12
2-O-2 2-U2 2-&1
9l o
i1
:^:1 '-:1
1
8x10 rl
Plate Offsets (X,Y):[1 :0-1 -6,0-1 -10], [6:0-1-1 2,0-1 -8], [7:0-3-0,0-1-81, [1 0:0-0{,0-5-4]
LoADING (pso
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2-0-0
Plates lncrease 1.15
Lumber lncrease 1.15
Rep Stress Incr NO Code UBC-94
LUMBER
TOP CHORD 2X4 SPF 1650F 1-5E'Exceot"
1-42 X4 SPF 2100F 1.8E
BOT CHORD 2 X 8 SPF 1950F 1.7E WEBS 2X3 SPF No.3 *Except'
7-82X4 HF-G Stud, 13-32X4HF-GStud
10-6 2 X 4 HF-G Stud, 7-9 2 X 4 SPF 1650F 1.5E
13-4 2 X 4 SPF 1650F 1.5E
OTHERS 2X4 HF-G Stud WEDGE Left: 2X4
REACTfONS (lbs/size) 1=55920-5-8,8=773410-6-1(input: G5-8)
Max Hoz 1=31g(load case 3)
Max Upliff 1 =-1213(load case 4), 8=-1713(load case 4)
ELK RIDGE/RILEY RES./JOB #2402
3.300 e Sep 20 1 :. Thu Aug 22 O7:56.OO 1996 Page
Tu,,
, 2r}2 , +0-4 , F&5 9+6 , 12+7 1+&8
FORCES
TOP CHORD 1-2=-9882,2-3=-10661, 3-4={ 6893, 4-5=-141t16, $6=-14506, 6-7=-9091, 7-8=$226
BOTCHORD 8-9=0, 9-10=11274, 1O-11=14557,11-12=14557,12-13=12437,13-14=12380, 1-14=6881 WEBS 2-14=2492,3-14=-5195, 3-13=3307, 4-13=7827 , +12=2070,51 2=-689, 5-10=-73, 6- l0=4341 , 6-9=-4183, 7-9=10855
NOTES
1) 2-ply truss to be connected together with 10d nails as follows: Top chords connected with 1 row(s) at 12 inches
on center. Bottom chords connected with 2 row(s) at 4 inches on center. Webs connected with 1 row at 6
inches on center.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
lncrease = 1.33, Plate Increase = 1.33, Both end verticals are exposed.
3) Special hanger required to support concentrated loads.
4) Provide adequate drainage to prevent water ponding.
5) A plate rating reduction of 20% has been applied for the green lumb€r members.
6) Required bearing size at joint(s) I greater than input bearing size.
LOAD CASE(SI
| 11-3-l | 1+&6 ,
2-&1 2'&1
DEFL (in) (loc) Udefl
Vert(LL) 0.27 11110 644
Vert(TL) 0.35 11/10 491
Horz(TL) 0.18 8 n/a
Min Length / LL defl = 360
BRACING
TOP CHORD Sheathed or 2-1G8 on center purlin spacing,
except end verticals.
BOT CHORD Rigid ceiling directly applied, or 1G@-00 on center bracing.
PLATES GRIP
M20(20sa) 1491104
Weight: 80 (lbs)
ELK RIDGE/RILEY RESJJOB #2402
LOAD CASE(SI
1 ) Lumber lncrease=1 . 1 5, Plate Insease=1 . 1 5
Uniform Loade (lbe per fl)
Veil:1-2="190.0, 2-3-190.0, 34-190.0, 4€=-190.0, 5€=-190.0, S7=-190.0, 8-9=-1020.0, 910c-1(I20.0, 1G11=-l(}20.O, 11-12=-20.0,
1 2-13='-ZJ.O, 1 $ 1 4:-20.0,'l -1 L--2lJ.0
Conc€ntrated Loads (bs)
Vert:1 :2Fi11.3. I 3=-500.0
\
\
\
\
\
\
LOADING (pso
TCLL 80.0 TCDL 1s.0 BCLL O,O BCDL 10.0
MONO SCTSSOR
1-40
-1-+O
6.00 h2
3x6 z
@
(f,
clt
T
o A r
l
@
s
9i o :l
1
4x4 .:3.so fiz
q
SPACING
Plates lncrease
Lumber Increase
Rep Stress Incr
Code
LUMBER
ToPCHORD 2X4SPF-GNo.2
BoTCHORD 2X4SPF-G No.2 WEBS 2X3 SPF No.3.Excepl'
1-22X6 SPF 1650F 1.5E
1 .15
1 .15
YES
uBc-94
BRACING
TOP CHORD Sheathed or &0-0 on center purlin spacing,
exceDt end verticals.
BOT CHORD 1-5:6-3-0.
REACTfONS (lbs/size) 1=905/0-3-8, 5=368/0-3-8, 4=28410-3-8
Max Horz 1=246(load case 3)
Max Uplift 1 =-1o4(load case 3), 5=-89(load case 3), 4=-89(load case 3)
Max Vert 1 =905(load case 1), 5=381 (load case 5), 4=284(load case 1)
FORCES
TOP CHORD 1 -2=-430, 2-3=145, 3-4=-176
BOT CHORD 1-5=963
WEBS 1-3=l 133, 3-5=-908
NOTES
1 ) This truss has been checked for unbalanced loading conditions about joint 4.
2i This truss has been designed for the wind loads generated by 100.0 m.P.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane
oceanline,;n a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1.33, Plate Increase = 1 .33. Both end verticals are exPosed.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One
connector at joint(s) 1 , 5.
4) A plate rating reduction of 20% has been aPplied for the green lumber members.
LOAD CASE(S) Standard
*** Overlapping Plates ***
REVIEW REQUIRED
csl TC 0.48 BC 0.47 wB 0.53
(Matrix)
DEFL (in) (loc) udefl
Vert(LL) 0.07 1E 999
Vert(Tt) 0.09 1E 803
Horz(TL) 0.01 5 nla
Min Length / LL defl = 360
3x4 --
PLATES GRIP
M20(209a) 1491110
Weight: 29 (lbs)
O O
' l,o
s.
'"*'
.,tF t
'
I
.a
'*;ts' ,,,
't
"' q)
f.f
MiTek Industries, Inc. Thu Aug
Truss Type
ROOF TRUSS
1-10" 10
1 .5x4 ll
4
FF
c.,,rf :?o1
N
o)
(o
t.zt@
z.sa@
4x4::
2
1
1 .5x4 11
ELK RIDGE/RILEY RES./JOB #2402
SPACING 2.GO
Plates lncrease 1.15
Lumber lncrease 1-15
Rep Stress Incr NO Code UBC-94
DEFL (in) (loc) Udefl
Vert(LL) 0.06 3 999
Vert(TL) 0.08 3 999
Hoz(TL) 0.01 5 n/a
Min Length / LL defl = 360
PLATES GRIP
M20(209a) 1491104
Weight: 42 (lbs)
l2:O-14,G'l-121
LUMBER
TOPCHORD 2X4SPF-G No.2
BOT CHORD 2X4 SPF.G]IW WEBS, 2X3SPFNo.3'Exceot'| 26{X4 HF-G stud i 'd\ r
REACTIONS (lbs/size) 1=121On-4-15,5=852rc-3-8
BRACING
TqP CHORD Sheathed or 2€-10 on center purlin spacing,
except end verticals.
BOT CHORD 16:6-3.0. $6:6-3-0.
Max Hoz 1=332(load case 3) i //'
' lVlax Uplift 1=-3{Q(load case 2),.5:-228(load case 3;
FoRcEs .
TOP CHORD 1-2=-1168,,-a=-151n, a-O=O , a-5=-3V ) t 'J
BOTCHORD 5-6=1455, 1-6=0 .. \ ', #l
TOPCHORD 1-2=-1168, 2-3=-1519, 3-4=4,4-5=-3Tl - t, I
BoTcHoRD 5-6=1455, 1-6=0 #" I WEBS 2-6=1435,3-6=-135,3-5=-1438 [, fl hores tl tl
!J1tE ttr"" tr"" u"en designed for the wind loads generated by l oo.o m.pf winds at 28.0 feet above ground levet, usinfi.O p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, fr a category lenclosed building, of dimensiog$ 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1.33. Both end verticalp ara exposed. I t.l :,
) SIMPSON H2.5 connectors recommended to connect truss to bearing 6alls due t6 upliff as follows: One cotnector ?ljoint(s) l, 5.
\ A pfate rating reduction o{ 2006 has been applied for the green lirmber members. I /' I
!
DAD CASE(SI Standard I
I
l
-l
f
"(s
\o
c
r*
l.
t ,,4
.300 e Sep
ELK RIDGE/RILEY RES./JOB #2402
1 .5x4 tt
q
,j-4-0 , 2-1-12 , +38 4-4112 600 1-__i+--.1
1,4-0 2-1-12 2-1-12 Gr-4 't-7-4
o
@
(!
o
(')
:1
T"ln
1
1
3x4 t
SPACING 2.0,4
Plates Increase 1 .15
Lumber Increase 1.15
Rep Stress Incr YES
Code UBC-94
2X4SPF-GNo.z
2X4SPF-GNo.2
2X3SPFNo.3
(lbsr/size) 1=844/0-38, 6=591/G3-8
Max Hoz 1=356(load case 3)
Max Uplift 1=-136(load case 2), 6=-222(load case 3)
1 -2=-415, 2-3=0, 34=-459, +5=0
6-7=407 . 1-7=7OO
5-6=-1 37,J-*-889, 3-7 =-266, 4-7 =280, 4€=S00
3.50 FZ
F-- +38 I GGo
-+3E r,&6
DEFL (in) (loc) l/defl
Vert(LL) O.O2 716 999
Vert(TL) O.O2 1n 999
Hoz(TL) 0.01 6 n/a
Min Length / LL defl = 360
csl TC 0.23
BC 0.28 wB 0.33
PLATES GRIP
M20(209a) 149t110
Weight: 32 (lbs)
LUMBER
TOP CHORD
BOT CHORD
WEBS
REACTIONS
BRACING
TOP CHORD Sheathed or 64-0 on center purlin spacing,
exceol end verticals.
BOT CHORD 1-7:&30, 6-7:G3-0.
FORCES
TOP CHORD
BOT CHORD
WEBS
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exPosure C
(ASCE 7-93). Lumber Increase = 'l .33, Plate Increase = 1 .33. Both end verticals are exPosed.
2) SIMPSON H2.5 connectors recommended lo connect truss to bearing walls due to uplift as follows: One connector at.loint(s) 1 , 6.
3) A plate rating reduction of 20% has been applied for the green lumber members
LOAD CASE(S) Standard
1,5x4 I
LOADING (psfl TCLL 80.0 TCDL 15.0 BCLL O.O
BCDL 10.0
o o
Job
B.2178
Truss
Q.EJ3
trussf
ROOF TRUSS
Qty
1
Plv
1
!
ELK RIDGE/RILEY RES./JOB #2402
Aug 2207 J.JW e sep lu 1995 Mr teK Inou$nes
-t-+0 , 2-la 2-4.12 aGo
Page 1
Plate Offsets (X,Y): [6:GG0,0-2-41
,7-1 t-+o 2-3-a Gt-4
l"l;
.to
o
c4,
c)
I
"I ?l -l
l-"lol lEl
6.oo[iz 2 --4 3x4t t-'t-'t-'t--'
..-ffi_______
3x4 I --'t-"-2-.----- _L =\
Y 4x4- s E 3x4=
I
1.5x4 ll
33072
2-38 | 6+0
LoADING (ps0 TCLL 80.0 TCOL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2A'o CSI
Plates lncrease 1.15 TC 0.49
Lumber lncrease 1.15 BC 0.31
Rep Stress Incr YES WB 0.55 Code UBC-94 (Matrix)
DEFL (in) (loc)
Ven(LL) o.o2 6/5
Vert(IL) 0.03 66
Hoz(TL) 0.01 5
Min Length / LL defl = 360
l/defl
999
om
nra
PLATES GRIP
M20(2Oga) 149t't1o
Weight: 29 (lbs)
LUMBER
TOPCHORD 2X4SPF-GNo.2
BOTCHORD 2X4SPF-GNo.2 WEBS 2X3SPF No.3
BRACING
TOP CHORD Sheathed or 41S1 1 on center purlan spacing,
exc€pt end verticals.
BOT CHORD 16:G30, 54:G34.
REACTIONS (lbs/size) 1=857O3€,5=318044,4=286D-3-8
Max Hoz 1=232(load case 3)
Max Uplift 1 =-'1OO(load case 3), 5=-78(load case 3), 4--88(load case 3)
Max Vert 1=857(load case 1), 5=331(load case 5), 4=286(load case 5)
FORCES
ToP CHORD 1-2=-83s, 2-3=-1056, 3-4=r 71
BOT cHoRD 5-6=885, 1-6=-6 WEBS 2-6=885. 36=62, 3-5=-929
NOTES
1) This iruss has been checked for unbalanced loading conditions aboutjoint 4.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load a
5.0 p.s.f boftom chord dead load, 1OO.O miles from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumb€r lncrease = 1.33, Plate Increase = 1 .33. Both end verticals are exposed.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due io uplifl as follows: One conneclor ai joint(s) 1 , 5.
4) A plate rating reduction of 2006 has been applied for the green lumber members.
LOAD CASE(SI Standard
D
t178
I -1-+O | {-38 +4112 &G0 | 12{}{
I
1-4-{) +98 o-t'4 T7-4 a-GO
4x1=
4
1
2x4 |
3.5ollz
, +98 l &&0 | 12-G0
|
+$8 3-S8 4+0
Plate Ofisets (X,Y): [2i0-2-0,G1 Al, [8:0-3-8,0-2-41
LoADING lpsfl TCLL 80.0 TCDL 15.0 BCLL O.O BCOL 10.O
o o
rf
rft *
-t
?r ol
:1
Je
IT
1-
ELK RIDGE/RILEY RES./JOB #2402
Truss Type
ROOF TRUSS
PLATES GRIP
M20(209a) 149t11o
Weisht 66 (lbs)
DEFL (in) (loc) l/defl
Vert(LL) 0.09 8 999
Ved(TL) O.12 8 999
Hozffl) 0.07 6 nla
Min Length,/ LL detl = 360
SPACTNG 2.o-O
Plates lncrease 1.15
Lumber Increase 1 .15
Rep Stress Incr YES Code UBC€4
csl TC O.77 BC 0.63 wB 0.78
LUMBER BRAGING
TOp CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 2-4-2 on center purlin spacing,
BOT CHORD 2 X 4 SPF-G No.z orcepl end tr'erticals.
WEBS 2X3 SPF No.3.Except- BoTcHoRD 14:G3{,7€:F}0,6'7:s}0.
2€2X4SPF-GNo.2
REACTIONS (lbs/size) 1=147410-3-8, 6=1221n&8
Max Hoz 1=284(load case 3)
Max Upliff 1=-218(load case 3), 6=-262(load case 3)
FORCES
TOP CHORD 1-2=-1432. 2-3=-2367 , 34=-10s2, 4-5:959, +6=-1 183
BOT CHORD 6-7=0. 7-8=2106. 1-8=0 WEBS 2-8=2127, 3-8=377, +7=-1243, 4-7=-277 , *7=1?s,9
NOTES
1) This truss has been designed forthe wind loads generated by 100.0 m.p.h. winds at 28.0 feet abwe ground level, using 5.0 p.s.f. top chord dead load and
5.0 D.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.O by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1.33. The leff end vertical is epo€ed and the right end vertical is not exposed.
2) Provide adequate drainage lo prer'enl wder ponding.
3) SIMPSoN H2.5 connectors recommended to connect truss to bearing walls due to upiift as follows: One connector at joint(s) 1, 6.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(SI Standard
6.oolz
Job
B.2178
Truss
Q.EJ3
trussf
ROOF TRUSS
Qty
1
Plv
1
!
ELK RIDGE/RILEY RES./JOB #2402
Aug 2207 J.JW e sep lu 1995 Mr teK Inou$nes
-t-+0 , 2-la 2-4.12 aGo
Page 1
Plate Offsets (X,Y): [6:GG0,0-2-41
,7-1 t-+o 2-3-a Gt-4
l"l;
.to
o
c4,
c)
I
"I ?l -l
l-"lol lEl
6.oo[iz 2 --4 3x4t t-'t-'t-'t--'
..-ffi_______
3x4 I --'t-"-2-.----- _L =\
Y 4x4- s E 3x4=
I
1.5x4 ll
33072
2-38 | 6+0
LoADING (ps0 TCLL 80.0 TCOL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2A'o CSI
Plates lncrease 1.15 TC 0.49
Lumber lncrease 1.15 BC 0.31
Rep Stress Incr YES WB 0.55 Code UBC-94 (Matrix)
DEFL (in) (loc)
Ven(LL) o.o2 6/5
Vert(IL) 0.03 66
Hoz(TL) 0.01 5
Min Length / LL defl = 360
l/defl
999
om
nra
PLATES GRIP
M20(2Oga) 149t't1o
Weight: 29 (lbs)
LUMBER
TOPCHORD 2X4SPF-GNo.2
BOTCHORD 2X4SPF-GNo.2 WEBS 2X3SPF No.3
BRACING
TOP CHORD Sheathed or 41S1 1 on center purlan spacing,
exc€pt end verticals.
BOT CHORD 16:G30, 54:G34.
REACTIONS (lbs/size) 1=857O3€,5=318044,4=286D-3-8
Max Hoz 1=232(load case 3)
Max Uplift 1 =-'1OO(load case 3), 5=-78(load case 3), 4--88(load case 3)
Max Vert 1=857(load case 1), 5=331(load case 5), 4=286(load case 5)
FORCES
ToP CHORD 1-2=-83s, 2-3=-1056, 3-4=r 71
BOT cHoRD 5-6=885, 1-6=-6 WEBS 2-6=885. 36=62, 3-5=-929
NOTES
1) This iruss has been checked for unbalanced loading conditions aboutjoint 4.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load a
5.0 p.s.f boftom chord dead load, 1OO.O miles from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumb€r lncrease = 1.33, Plate Increase = 1 .33. Both end verticals are exposed.
3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due io uplifl as follows: One conneclor ai joint(s) 1 , 5.
4) A plate rating reduction of 2006 has been applied for the green lumber members.
LOAD CASE(SI Standard
D
t178
I -1-+O | {-38 +4112 &G0 | 12{}{
I
1-4-{) +98 o-t'4 T7-4 a-GO
4x1=
4
1
2x4 |
3.5ollz
, +98 l &&0 | 12-G0
|
+$8 3-S8 4+0
Plate Ofisets (X,Y): [2i0-2-0,G1 Al, [8:0-3-8,0-2-41
LoADING lpsfl TCLL 80.0 TCDL 15.0 BCLL O.O BCOL 10.O
o o
rf
rft *
-t
?r ol
:1
Je
IT
1-
ELK RIDGE/RILEY RES./JOB #2402
Truss Type
ROOF TRUSS
PLATES GRIP
M20(209a) 149t11o
Weisht 66 (lbs)
DEFL (in) (loc) l/defl
Vert(LL) 0.09 8 999
Ved(TL) O.12 8 999
Hozffl) 0.07 6 nla
Min Length,/ LL detl = 360
SPACTNG 2.o-O
Plates lncrease 1.15
Lumber Increase 1 .15
Rep Stress Incr YES Code UBC€4
csl TC O.77 BC 0.63 wB 0.78
LUMBER BRAGING
TOp CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 2-4-2 on center purlin spacing,
BOT CHORD 2 X 4 SPF-G No.z orcepl end tr'erticals.
WEBS 2X3 SPF No.3.Except- BoTcHoRD 14:G3{,7€:F}0,6'7:s}0.
2€2X4SPF-GNo.2
REACTIONS (lbs/size) 1=147410-3-8, 6=1221n&8
Max Hoz 1=284(load case 3)
Max Upliff 1=-218(load case 3), 6=-262(load case 3)
FORCES
TOP CHORD 1-2=-1432. 2-3=-2367 , 34=-10s2, 4-5:959, +6=-1 183
BOT CHORD 6-7=0. 7-8=2106. 1-8=0 WEBS 2-8=2127, 3-8=377, +7=-1243, 4-7=-277 , *7=1?s,9
NOTES
1) This truss has been designed forthe wind loads generated by 100.0 m.p.h. winds at 28.0 feet abwe ground level, using 5.0 p.s.f. top chord dead load and
5.0 D.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.O by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1.33. The leff end vertical is epo€ed and the right end vertical is not exposed.
2) Provide adequate drainage lo prer'enl wder ponding.
3) SIMPSoN H2.5 connectors recommended to connect truss to bearing walls due to upiift as follows: One connector at joint(s) 1, 6.
4) A plate rating reduction of 20% has been applied for the green lumber members.
LOAD CASE(SI Standard
6.oolz
*
82178
Truss frr""typ"l!
ROOF TRUSS
Qlv
1
Plv
1
t
ELK RIDGE/RILEY RES,/JOB #242
o o
|f)
3.300eSep20 1995 MiTek lndustdes, Inc. Thu Aug 22 07:56:36 1996 Page 1
, -1-4-O | 2-!0 2-i12 &1-12 | l0+0 12-G0 l
1-4-0 ?-}A O1'4 390 310-1 2-o4
4x4= 1x4=
56
1
1l<4 lt
rO
F ()
o, _r ol
:L
-9 Ir -o
1 .5x4 tl
Phte Offsets (X,Y): I2:O-2-O,O-1Al [6:G04,0-l €l
LoADING lps0 TCLL 80.0 TCDL 1s.0 BCLL O.O BCDL 10.0
SPACING 2+O
Plates lncrease 1.'15
Lumber lncrease 1.15
ReD Stress lncr YES Code UBC-94
csl TC 0.65 BC 0.64 wB 0.85
OEFL (in) (loc) Vdefl
Vert(LL) O .21 9A 661
VertfiL) O.A! 9/8 503
Hoz(TL) 0.O5 7 nla
Min Lenglh ,f LL defl = 360
PLATES GRIP
Mn(zogd 149t1u
Weight: 68 (lb6)
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheatipd or 2+1 1 on center purlin spacing,
BOT CHORD 2 X 4 SPF-G No-2 except end verticals.
WEBS 2 X 3 SPF No.3 'ExceDt' BOT CHORD 1-9;63o, 8-9:6-3-0, 7-8:610'
2-92X4HF-GStud
REACTfONS (lbsrsize) 1=14741o3.8,7=12211O3-A
Max Hoz 1=339(load case 3)
Max Uplift 1=-1gs(load case 3), 7=-285(load case 3)
FORCES
TOP C HOR D 1 -2= -1 452, 2-3=-2154, 3-4=-21 21, 4-5=-41 3, $6=-374, G7=-1 203
BOT CHORD ru=-\0, 8-9=1184, 1-9=0 WEBS 2-9=1908,3-9=474,4-9=929,4€=-987.$8=384,&8=1106
NOTES
1) This truss has been designed for the wind loads generated by 1fff,0 m.p.h. winds at 28.0 feel above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane oceanline, on a category | enclosed building, ofdimensions 45.0 by 24.0 with e)posure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. The lefl end vertical is exposed and the right end vettical is not exposed.
2) Provide adequate drainage lo prwent water ponding.
3) SIMPSON H2.5 connectors recommended lo connect lruss to bearing walls due to uplift as lollonrs: One connector at joint(s) 1, 7.
4) A plate rating reduction of 20% has been applied for the green lumber rnembers.
LOAD CASE(S) Standard
Job
B2178
Truss rru""typJ!
ROOF TRUSS
otv
1
Plv
1
fD
ELK RIDGE/RILEY RES./JOB #2402
TRUSS 3.300 e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 07:56:41 1996 Page 1
. -'1-a-0 $7-13 &G0 , 12-00
/Ltlo
1.5x4 t
5
t+0 3-7-t3 u4
1 $lG3 | 12{-0 |
o o
(o
o
dT
5_L o
1
4x4 =
a1-13 t1G3
LoADING lps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPACING 2-GO
Plates lncrease 1.15
Lumber lncrease 1.15
Reo Stress lncr YES Code UBC-94
csl TC 0.65 BC 0.50 wB 0.92
DEFL (in) (loc) l/dell
Vert(LL) 0.05 716 999
Vert(TL) 0.06 7tO 999
Hoz(TL) 0.02 6 n/a
Min Length / LL defl = 360
PLATES GRIP
M20(20sa) 149t11o
Weighl: 60 (lbs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 3-8-4 on center purlin spaciqg,
BOT CHORD 2 X 4 SPF-G No.2 except end verticals.
WEBS 2 X 3 SPF No.3 -Except' BOT CHORD 1-7:6-3-0, 6-7:GlO.
1-22X6SPF 1650F 1.5E WEBS l Row at midpt 4-6
REACTIONS (bs/size) 1=1461t0-3-8,6=1208n3€
Max Horz 1=397(load case 3)
Max Uplift 1=-162(load case 3),6=-314(load case 3)
FORCES
TOP CHORD 1-2=-577,2-3=0, 34=€87, 4-5=-0, 56=-363
BOT CHORD 6-7 =67 1. 1 -7 =1fr4 WEBS 1-3=-1461,3-7=47O,4-7=5o4.,4-6=-1033
NOTES
1) This truss has been designed forthewind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s,f bottom chord dead load, 1OO.O miles from hunicane oceanline, on a category | endosed building, of dimensions 45.0 by 24.0 with aposure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. The left end vertical is exposed and the right end vertical is not exPosed.
2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follorvs: One connector al ioint(s) 1, 6.
3) A plate rating reduction of 2006 has been applied for lhe green lumber members.
LOAD CASE{S) Standard
82178
Truss Truss Type
ROOF TRUSS
Plv
1
otv
1
SUPERIOR TRUSS
ELK RIDGE/RILEY RES,iJOB f24O2
ek Industries, lnc. Thu Aug 22 07 1996 Page 1
3G13
-1,+0 I 3!1 | aGo | &11-3 I 12-G0
I
2-11-3 2-&15 1,40 391
6.00FZ
4x12-
4
'1.5x4 |
q
()
F
(f, T
I
I tq
l9
,t
T
I
ol o
TI
",l
I r9l iol lEl
1.5x4=
2
' 3.50t12 4x8:
, 81"12 12"00
Plate Offsets (X,Y): [3:0-0-0,0-1121, [4:0-0-0,0-1 -81, [6:0-2-0,0-2-01, [7:G4-12,GG0]
PLATES GRIP
M20(20sa) 149t1o4
LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPACING
Plates lncrease
Lumber Increas€
Rep Stress Incr
Code
2 X 4 SPF-G No.2 .Except'
3-52X 4 SPF 2100F 1.8E
2X6SPF1650F1.5E
2 X 3 SPF No.3 'ExceDt.
+7 2X 4 SPF-G No.2, 4€ 2 X 4 HF-G Stud
Left 2 X 4 No.2 SPF-G 1-1 1-8
(lbs/size) t =2266/G3-9 (input: 0-3-8), 6=2622n-4-2 (inpul..
Max Hoz 1=223(load case 3)
Max Uplift 1=-480(load case 4), 6=-567(load case 4)
1 -2=-51a7, 2-3=-3218, 3-4=-5067, 4-5=4, 5-6=-529
6-7=2479,1-7=4469
2-7 =373, 17 =1556, 4-7=31 1 9, 4-6=-3583
DEFL (in) (loc) udefl
Vert(LL) O.17 7 802
Vert(TL) 0.23 7 611
Hotz(TL) 0.18 6 n/a
Min Length / LL defl = 360 Weight: 58 (lbs)
BRACING
TOP CHORD Shealhed or 1-4€ on center purlin spacing,
except end verticals.
1-7r6-10, 6-7:6-3{.
1 Row at midpt 4-6
z4)-u
1 .15
1 .15
NO
uBc-94
csl TC 0.89 BC 0.53 wB 0.97
LUM BER
TOP CHORD
BOT CHORD
WEBS
SLIDER
REACTIONS
FORCES
TOP CHORD
BOT CHORO
WEBS
NOTES
1) This truss has been designed for the wind loads generated by 10O.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f botlom chord dead load, 100.0 miles from hurricane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1.33. Plate Increase = 1.33. The left end vertical is exposed and the right end vertical is not exposed.
2) Provide adequate drainage to prevent water ponding.
3) Hanger reclmmended for conneclion of lruss to bearing walls due to upliff.: H2.5 at joinl(s) 1 , 6.
4) A plate rating reduction of20% has been applied forthe green lumber members.
5) Required bearing size at joint(s) 1 , 6 greater than input bearing size.
LOAD GASE(S)
1) Lumber Increase=1 .15, Plate Increase=1 . l5
Uniform Loads (lbs per ft)
BOT CHORD
WEBS
0-3-8)
Vert:1-2=-190.0, 2-3=-190.0, 3-4=-369.1 , 4-5=-369.1 , 6-7=-38.9, 1-7='20.O
Concentrated Loads (lbs)
Vert: 1 =-253.3. 7 =-1 O21.1
Job
a2178
Truss frr"=ffn"J
sctssoR
oty
4
Ptv
1 ELK RIDGE/RILEY RES./JOB #2402
ek lndustries.Aug2O7:57:N1 Page 1
T-
t?I
T
I
.l 9l (v,
I t?l Iol t;1
8oor12 a ,/'I\
a-r ' ."0.ffi*=NTe L/'H G\I:7 s.soltZ s
1.5x4 | 1.5x4 lr
SUPERIoR TRUSS 3.3)0 e Seo 20 19
, -r-+0 , +G0 | &G0 | 9.+{
I
, 4{10 | &G0
|
Plate Offsets (X,Y): [2:0-1-8,0-1-81, [4:0-1-8,0-1-81
LoADING (ps0
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPACING 2+O
Plates Increase 1.15
Lumber lncrease 1.15
Reo Slress Incr YES Code UBC-94
csl TC 0.79 BC 0.09 wB 0.70
DEFL (in) (loc) udefl
Vert(LL) 0.06 6 999
Vert(TL) 0.o7 6 S9
Horz(TL) 0.07 5 nla
Min Length / LL defl = 36O
PLATES GRIP
M20(2Oga) 1491110
Weighe 45 (bs)
BRACING
TOP CHORD Sheathed or 2-6-11 on center purlin spacing,
except end verlicals.
BOT CHORD 1-6:430, 5-6:G30.
LUMBER
TOPCHORD 2X4SPF-GNo.z
BOTCHORD 2X4SPF-GNo.2 WEBS 2X3SPF No.3
REACTIONS (lbs/size) 1=1071O-5€, 5=1071tG$8
Max Horz 1=-17g(load case 2)
Max Uplift 1=-199(load case 4),5=1gg(load case 4)
FORCES
TOP GHOR D 1 2= -1 o33, 2-3= -1309, 3-4=-1 309, +5=-1 063
BOT CHORD 5€=0, 1-6=O WEBS 2-6=1135,3-6=711,4-6=1135
NOTES
1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and
5.0 p.s.f bottom chord dead load, 1OO.O miles from hurricane oceanline, on a calegory | enclosed building, of dimensions 45.0 by 24.0 with exposure C
(ASCE 7-93). Lumber Increase = 1 .33, Plate Inoreas€ = 1 .33. Both end verticals are a<posed.
2) SIMPSON H2.5 connectors recommended to connec't iruss to beadng walls due to upln as follows: One connec'tor at joint(s) 1, 5.
3) A plate rating reduction of 20% has been applied for the green lumber members.
LoAD CAsE(Sl standard
Truss
X
Qtv
OR TRUSS 3.300 e Sep 20 1
1.5x4 i
2
ELK RIDGE/RILEY RES./JOB #2402
lnc. Thu Aug
2-1c-8 t-30
4x6'. 1.5x4 tt
8.O0llz
3x8,
T I i;t-
I o
co
.+
9T
dr
1
5xB ti
5.20n2
Pfate Offsets (X,Y): [3:0-1 -1 2,G1-4], l4:O-24,O2-81
PLATES GRIP
M20(20sa) 1491104
LoADING (psfl
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
SLIDER
SPACING 2-O-O
Plates lncrease 1.15
Lumber Increase 1.15
Rep Stress Incr No Code UBC-94
csl TC 0.24 BC O.42 wB 0.95
DEFL (in) (loc) l/defl
Vert(LL) 0.04 6 999
Vert(TL) 0.05 6 999
Hoz(TL) 0.01 5 n/a
Min Length / LL defl = 3@ Weight: 40 (lbs)
BRACING
TOP CHORD Sheathed or GGo on center purlin spacing,
except end verticals.
BOT CHORD Rigid ceiling directly applied, or 1G0G0O on center bracing.
2X4SPF-GNo.2
2 X 6 SPF 1650F 1.5E
2 X 3 SPF No.3 'Except.
4-52X4HF-GStud
LeftZX 4 No.2 SPF-G 2-2-2
REACTIoNS (lbs/size) 1=2688/0-5-8,5=2435/0-3-8
Max Hoz 1=375(load case 3)
Max Uplifl 'l =-508(load case 4), 5=-640(load case 4)
FORCES
TOP CHORD 1-2=44a9, 2-3=-317 4,3-4=0, zl-5=-105
BOT CHoRD 5€=892, 1$=2793 WEBS 2-6=103,3-6=3080,3-5=-1374
NOTES
1) 2-ply kuss to be connected together with '10d nails as follows: Top chords connected with I row(s) at 12 inches
on center. Bottom chords connected with 1 row(s) at 4 inches on center. Webs connected with 1 ro\iv at 6
inches on center.
2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 1O0.0 miles from hurricane
oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed.
3) Provide adequate drainage to prevent water ponding.
4) SIMPSON H2.5 conneclors recommended to connect truss to bearing walls due to upliff as follows: Two each
connectors al joint(s) 1 , 5.
5) SIMPSON HUS26 recommended to support span carried at 24" o.c- along bottom chord.
6) A plate rating reduction of 200,6 has been applied for the green lumber members.
LOAD GASEIS)
1) Lumber Increase='1 .15, Plate Increase=1.15
ELK RIDGE/RILEY RES./JOB #2/O2
LOAD CASE(S)
Uniform Loads (lbs per fr)
Vert:1-2=190.0, 2-3=-190.0, 34=-190.0, 5S=-545.0, 1-6=-545.0
CmcentraEd Loads (lbs)
Vert:1=-253.3
t T
ELK RIDGE/RILEY RES./JOB f24O2
Truss Type
FINK
LOAITCASE(sl
1) Lumber hcrease=l.15, Phte Increase=l"1S
Uniform Loads (lbs per i)
verr:2{j=-1b.o, g{fri90.0, +s=-190.0,5-6=-190.0, s7:190.0,7€=-20.0, &F.12o.o,9.1G,-1?,0'.0, 1G11=-122o.0,11-1b-1m.o,
1-1b-124.O
Concentated Lo€ds (lbs)
Verl:8=-2600.0
v
7
,rl o
N.'
Job
82178
Truss r,,oryp" !
FINK
otv
1
Ply
3
t
ELK RIDGE/RILEY RES./JOB #2402
SUPERIOR TRUSS
6x10 /.
2
3x4 t
3
't2 't1
6x8 =
8x10 =
4xO \
5
o
lcr t-o
7
1 0x14 .t'
3.3m e Sep 201995 MiTek Industries, lnc. Thu Aug 22 07:57:14 1996 Page 1
+ao ,- sGo , rlz-rz , tz'td , 2coo
,
s.oof1z
+64 +2-12 +2-12 2-6A
sx8 rl
4
o (!
o 3x6 i'
o
9I (\l I
-1
10
12x12=
, +ao | $so I 13212 | 17-+8 | 20+O
I +s0 +2-12 +2-12 248
Plate offsets (X,Y): [2:0-0-0,0-1-81, [4:os,0,0-2-81, [5:G1*4,0-1-8], [6:0-c12,G1€], [:0-0-5,0-0-01, [8:0-2-8,0001, [9:04{,G+8], [12:0-2a,GS8]
LoADING (ps0
TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0
SPAC|NG 2+.0
Plates lncrease 1.15
Lumber lncrease 1.15
Reo Stress lncr NO Code UBG-94
csl TC 0.70 BC 0.66 wB 0.95
DEFL (in) (loc)
Vert(LL) 0.17 10/9
Vert(TL) 0.22 1OE
Hoz(tL) 0.04 7
Min Lenglh / LL defl = 360
Ude{l
999
999
nla
PLATES GRIP
M20(20sa) 149n4
Weighl: 131 (lbs)
LUMBER BRACING
TOP CHoRD 2 X 4 SPF-G No.2 "Excepl' ToP CHoRD Sheathed or m-0 on center purlin spacing,
4-7 2X4 SPF 1650F 1.5E except end \renicals.
BOT CHORD 2 X I SPF 1950F 1 .7E BOT CHORD Rigid ceiling direclty applied, or 1G0(XX) on center bracing.WEBS 2X3 SPF No.3'Except-
1-2 2 X 5 SPF 16sQF 1.5E,12-22X 4 SPF-G No.2
10-42X4SPF-G No.2, 1G52X4 HF-G Stud
5-9 2 X4 HF-G Stud, 6-8 2 X8 SPF 1950F 1.7E
OTHERS 2X1ODF195OF1.7E WEDGE Right:2X10
REAGTIONS (lbs/size) 1=13920/0-8-0,7=13458/G7-1 (input: G5-8)
Max Hoz 1=-393(load case 2)
Max Udiff 'l=3057(load case 4), 7=-2952(load case 4)
FORCES
TOP CHORD 1-2=-11315, 2-3=-11941 ,3-4=J 0606, 4-5=-'10606, 5-6=-15257 , 6-7=-19920
BoT CHoRD 7-8=14905, &9=1 4905, 91 0=12694, 10-11=9935, 11-12=9936, 1-12=0 WEBS 2-12=1@21,3-12=1065, 3-10=-1604, 4-10=10938, 510=-5901 , 5€=6231, 6-9=-2457, 6€=5203
NOTES
1) 3-ply truss to be connecled together with 10d nails as follows: Top chords connected with 1 row(s) at I inches
on center. Botlom chords connected with 2 row(s) at 5 inches on center. Webs oonnected with I rold at 6
inches on center.
2) This truss has been designed for the wind loads genera{ed by 100.0 m.p.h. winds at 28.0 feet above ground
level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane
oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber
Increase = 1 .33, Plate Increase = 1 .33. Both end verlicals are exposed.
3) Special hanger or connection required to distribute the bottom chord uniform load into all plies.
4) Special hanger required to support concentrated loads.
5) A plate rating reduction o{ 20% has been applied for the green lumber members.
6) Required bearing size at joint(s) 7 grealer than input b€aring size.
LOAD CASE{S)
Continued on oaoe 2
REF,T 1 31 TOl,lN DF VAIL' DOLIRADD
n9/36/97 O7:35 REOUESTS FOR INSFECTION I^IORK SHEETS FOR: 9/34/97
Activity: E95-O163 9/3q/97 Type: B-ELEC Statr-ts: I. SUED Constr'! NSFR
PA6E FJg
AREA: EG
Addness t 447A GLEN FALLS LN
Locat i on:
[-,arce I : ll01-1E3-I3-AA7
Descri Ft i on : NEt,f SFR
Applicant: ELK-RIDGE DESIEN BUILDERS
Owner': TIMBER FALLS ASSOCIATES
Contr'actoF: ELK RIDBE DESIGN BUILDERS
Bcc:
Fhone z 97fr*484-16i-l
F,hone:
Phone z 976-484-1697
Llse: ,
Inspect ion Request Informat ion. . .
ReqrlEslor'r TOM/GLANZ ELECTRIC
Req Time: tZtE:tl0 Commentsr
It ems r"equest ed t o be Inspeet ed. .
Atfilgtzt ELEE-Final
F,hone: 488-5EEO
Act i on Ti me Exp
Inspbct i on Hi st ory. . . . .
Item: OSIlO ELEC-Temp. Power
,-- fi7 / 19,/96 Inspector: EG
.P7 / L9/96 Inspector': EG
1t e m : OO I StZt ELEC- Ro r-rgh
. At/ l9 /97 Inspeetor: EE
Item : tZtt7tl3O EL..EC-Condr-rit
Item: OOl4O ELHtr-Misc.. @9/A6lQ6 Inspecton: EG
. A9/ 16/96 Inspectol': EG
A9/16/96 Inspector: EG . 69 /EA/ 96 Insoector': EG
A3/t6/97 Insoeetor! LF'V
Actionr AFFR
Action: AFFR
Action: Dl'l
Act ion: AFtrR
Act i on: DN
Action: AtrFrR
Act i on: AFF R
AF'F.ROUED
AF.F.ROUED
not neady
AF.F.ROVED
DENIED
AF.F,ROVED
AF.F.ROVED
Not es: ComDlete load terminal.
It em r ErZr 194 E[-EC-Final
rJ
I
-
-,V APPLICATION . TOR TOWN OF VAIL
PUBLIC WAY PERMIT 19 ;/5 TOWNOFVA]L
in oorJ 6 :<z ) ;1,,i, 7.,.c.,i- !), /.:i.^ ,4': ,,-3-[-6r?g
Excavating Contractor Name
t- rv-f.-
Address
/o - t -,7'i
TOV Contractor's Licenso Nurnber
3.
4.
Start Date
Work is for (circte one)
Comoletion Date
Water Sewer Gas Electric Telephone CATV
€,a4Jt';,,;N
(Permil Expiration Date)
Landscaping Temp. Site Access
Other tt ^ t)i,
Trench-width Length Depth
Permit Fee $Tolal Permil Fee $
ALL MATERIAL, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE
JOB IS STARTED.
Rubber out-riggers are required on excavating equipment when working on asphalt.
Asphalt surfaces underneath the bucket shall be protected al all times.
A signature below indicates a review of the area and utility locations and approvals. Once all utility company
signatures are obtained, permittee has option of routing application through the Public Works otfice to obtain the
necessary Town of Vail signatures. Please allow one week to process.
Upper Eagle Valley Consol idated Sanitation Distyi$la7 p-t
Pubf ic Service Company (1 -800-922-1 98Zln'-.--,---::
Public Service Natural Gas Group (1-800-922-1 i?,t*)r, I !r{ .t,
Holy Cross Electric Company (94p:6q92)
,'.1' ,l' -+'
U.S. West ( 1 -800-922-1 987);!--j---:l
TCI Cablevision ot the Rockies (1 -800-922-1987)
Town of Vail Public Works (479-2158):
lrrigation . '\'r\Electricians---r \ \
Construclion lnsoector
THERE WILL BE NO TOTAL STREET CLOSURES! A construction traffic control plan must be approved by the
Public Works Department prior to issuance of the permit.
All excavation musl be done by hand within'l8" o1 utilities - (Senate Bil 172).
Permittee must contact Public Works Department at 479-2158 24 hours prior to commencing backfill operations.
Failure to notify ihe Town will result in forfeiture of bond money. Scheduled inspections which are not ready may
result in the Town charging the contractor a reinspection fee.
12. I certily that I have read all chapters ol lltle '12 - Streets and Sidewalks, of the Vail Municipal Code and all ulility
company agre^ements, signed by me, and will abide by the same, and that all utrlrties have been notified as required.
n f ' 4/'/J
Date of Signature
ATTACH PLAN OF WORK, INCLUDING CONTRUCTION TRAFFIC CONTROL PLAN
Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
White - Public Works Yellow - Finance Pink - Community Development Gold - Contraclor
(min.4')
Bond Amount $13.( {
6.
7.
8.
L
10.
11.
,1 i :D*-- \.{. - ,-, \-/ 14> I <t-.,J
Contraclor's Sigdalure ot Agreement
O
TOWN OF VAIL
PUBLIC WAY PERMIT
RILEI NBSII'ETIA U}T 7 FOTEST GLET CT.Etr IAIJS I.Af,E
PERMrNo. c02?60
Contractor's copy to be kept on jobslte.
1.
2.
J.
(Job t{arr|o or Location ot
aBnol' ExcAvlrloil, INC., p.O. tox 1625, EAGLE, CO
Conkactorjs Name, AddaEss. Phone, ard Lic€nse No_)
Work is for
(circ'le one)
WATER SEWER
OTHER BLIrc.
GAS ELECTRIC TELEPHONE CATV LANOSCAPING TEMP,SITEACCESS Ef,GIYATIO}I ,--)
Permit Fee f75.0O
Bill to,
Paid: DEBBTE noEI.AtrD Receipt#: 2899
(Public Works)(Public Wo*s)
INSPECTION REMABKS:
SKETCH PLAN OF WORK ATTACHED
While - Public Works Yellow - Financ€ pink - Comm. Oev. Gold _ Contractor
F
Fr oa o!,.o
F
lil
IF o!E o!,.o ot
?
H ;B fi8 8s
Acl zo {A EE OA
<;
o
o
F
o
F
t
o
!a t,E
o
t:
D:ql
D
u l.{o
E F
E
6
U
H
o
B o
=F \o
E4 A
H'Ei Ll!z,t F oo. o.ts! }|otr 3a .1 6 l{?R E gr! tr crA o oB
orE |,O
|]
H lr
A3 z2
EO g-4<
.E T
Hl.
EB
E3 la<
4l
trH
EB i9 H{
E A
tF
EE oo A-E'A
E :
?
i
E
5 A
!s
2
r.
!td -t).lo ZA o c dI !E o e|la Ti EA E tc UU
o
F q|
.J
P F
t{
c E c
z
EI
FI H o
E
)c
fr
EI E4 adaa O.O-EOFT &&a
t I a o
LAN' ?:
1279'14-
l25.OO'FAJNO 5/6'RnAR VPLASnC
NOTIC€: Accordhg to Colorodo lov Sou must commqrce
ory/ lcAol octlm based updl oryl dafect h thls survey
vlthln thrce lears oftx you llrct dlscovs such defect.
ln no cvont, moy ony octim based upon oryt dofcct in
this surwy be arnmcnccd moro thon ten yearc from
thc dota of ccrtillcotlon shom haroon.,or#,
26.cAP PE AND PLS 26626 (TyP.)
A 487t2J:
Gt'N
R 25.00'L:21,
A 820536'CD
\J
\\
50.0o'-
71.
2
LAT 6
LOT 8
SCALE,, /"<n'
{zn'E BASIS OF ELEVANON..
uH. NO. 8-63.7 (NOr SHOWw)
RIM ELEV : 8449.60
I heeby cartify thot this improvantcttt locotion cortiftcote vos prcpared for
Ron Riley, Elk Ridge Dosign ond thc Torn of Voil, thot lt ls not o lond surwy plot or improvwnant surwy plot, ond thot lt ls not to be rdicd upon for the
estoblishmcnt of fenca buf,dhg, or othq futurc lmprowncnt hines,I further certify thot tha improvtments on the oboye described porccl on
this dote Dccembq g 1996 cxcept utlllty cqrnactiorrs, orc atthely vithln
thc boundorles of thc parcel, cxcqt os dtovn, that thcre ore no cntoochmants
upon thc dcscrlbcd prcnlses by hnprovemants m ony odfilnlng prcmlscq cxcqt
os hdicote4 ond thot thorc ls no opporent evldonco or sign of ony eosemcn(
crosshg t burdcning ony port of soid porcd, cxccpt os notcd,
fhls cqtlllcotc does not constltutc o tltlc searcl, by lnta-Mountoln Englnecring
to determina ornership or cosenqtts of racord, For oll inforrnotlon regording eosc-
manta rBhts-of-voy or tltla of rccord, lnter- llodntoln rCicd upon Finol Plot of
Forest Glen.
N
ADDRESS _ 475 6IEN FALLS LANE
tu,iX!^
I'iHbli,',i'#
i;3 5o
o
Itrrnrcr-uountrin Entinccrin5'.'
P.O. BOX 978
@77 UEICAIF ROAD
AtaN, cd"o. a620
(97o) 919-sO72
gJ,,E
'OI t120 UANCE SnEr
LAKE*@O, COt A &2r5 (JoJ) 232-Ots8
OAIE EVlgo IMPROWUENT LOCA NON CERNFICATE otstd.@ Er " --i.."r-
--E
pr5 Rlarcrtu
^O-O1Z0S J,/J,/g7 AOD AOilNONAL PEAK ELEV LOr Z
FOREST 6LEN,
TOWI'J OF VAIL, EA6LE COUNTY COLORADO
on,lrn at TV ',.:i tArE ''et6,: t2/g/96
cHEd(o en o.D,E s4E t'_ 3o,
tuto &(x PAaE sriEEt ru I oF I
G
and
OF
CASH DEPOSIT FORMAT
Legal Block _,
Subdivision FI
Date
Address:
DEVELOPER IMPROVEMENT AGREEMENT
THIS AGREEM=NT , made and entered into this * a^y d2)Ofuf . tfro1
among (hereinafter called the "Developer"), and the TOWN
VAIL (hereinafter called ttre "Town").
WHEREAS,.the Developer, a-s a condition of approval of the TC O
-elan€, aateO DOHa-f .14? wishes to enterinto a Developer lmprovement
Agreement; and
WHEREAS, the Developer is obligated to provide security or collateral sufficient in the
judgment of the Town to make reasonable provisions for completion of certain improvements
set forth below: and
WHEREAS, the Developer wishes to provide collateral to guarantee performance of
this Agreement, including construction of the above-referenced improvements by means of the
followino:
Developer agrees to establish a cash deposit with the Town of Vail in a dollar amount
ot $3&2in ffi125"h of the total cost of the work shown below) to provide security
for the following:
IMPRCVEMENT
)-^1"-f^ t*'A W'L*4/'Ut44t+t',4- fi'f"'* ]?-
NOW, THEREFORE, in consideration of the following mutual covenants and
agreements, the Developer and the Town agree as follows:
1. The Developer ag!'ees, at its sole cost and expenses, to furnish all equipment
anp qaterial ,necessary to perform and complete all improvements, on or before $The Developer shall complete, in a good workmanlike manner, all :trffi rrrcu||rEr,
'rnprq{ements
as iisted above, in accordance with all plans and specifications filed in the
office of the community Development Department, the Town of vail, and to do all work
incidental thereto according to and in compliance with the following:
a. Such other designs, drawings, maps, specifications, sketches, and other matter
submitted by the Developer to be approved by any of the above-referenced
governmental entities. All said work shall be done under the inspection of, and
to the satisfaction of, the Town Engineer, the Town Building Official, or other
official from the Town of Vail, as affected by special districts or service districts,
as their respective interest may appear, and shall not be deemed complete until
approved and accepted as completed by the Town of Vail Community
Development Department and Public Works Department.
2. To secure and guarantee performance of its obligations as set forth herein, the
Developer agrees to provide security and collateral as follows:
Account Number: 01-0000-22026
Page 1 of 3
t
A cash deposit account in the amount ot $-35A00^0D-to be held by the Town, as
escrow agent, shall provide the security for the improvements set forth above if there is
a default under the Agreement by Developer.
3. The Developer may at any time substitute the collateral originally set forth
above for another form of collateral acceptable to the Town to guarantee the faithful
completion of those improvements referred to herein and the performance of the terms of this
Agreement. Such acceptance by the Town of alternative collateral shall be at the Town's sole
discretion.
4. The Town shall not, nor shall any officer or employee thereof, be liable or
responsible for any accident, loss or damage happening or occurring to the work specified in
this Agreement prior to the completion and acceptance of ihe same, nor shall the Town, nor
any officer or employee thereof, be liable for any persons or property injured by reason of the
nature of said work, but all of said liabilities shall and are hereby assumed by the Developer.
The Developer hereby agrees to indemnify and hold harmless the Town, and any of its
officers, agents and employees against any iosses, claims, damages, or liabilities to which the
Town or any of its officers, agents or employees may become subject to, insofar as any such
losses, claims, damages or liabilities (or actions in respect thereof) that arise out of or are
based upon any performance by the Developer hereunder; and tne Developer shall reimburse
the Town for any and all legal or other expenses reasonably incurred by the Town in
connection with investigating or defending any such loss, claim, damage, liability or action.
This lndemnity provision shall be in addition to any other liability which the Developer may
have.
5. lt is mutually agreed that the Developer may apply to the Town and the Town
shall authorize for partial release of the collateral deposited with the Town for each category
of improvement at such time as such improvements are constructed in compliance with all
plans and specifications as referenced hereunder and accepted by the Town. Under no
condition Will the amount of the collateral that is beino held be reduced below the amount
necessary to complete such improvements.
6. lf the Town determines that any of the improvements contemplated herein are
not constructed in compliance with the plans and specifications set forth herein by the date set
forth in paragraph 2, the Town may, but shall not be required to, withdraw from the cash
deposit such funds as may be necessary to complete the unfinished improvements. The
Town shall release such funds upon the written request of the staff of the Community
Development Department stating that the improvements have not been completed as required
by the agreement. The Town shall not require the concurrence of the developer prior to the
release of the funds, nor shall the Town be required to verify independently that the
improvements have not been completed as required by this Agreement, but shall release such
funds solely upon the request of the Community Developmeni Depanment.
lf the costs of completing the work exceed the amount of the deposit, the excess,
together with interest at twelve percent per annum, shall be a lien against the property and
may be collected by civil suit or may be certified to the treasurer of Eagl'e County to be
collected in the same manner as delinquent ad valorem taxes levied against such property. lf
the permit holder fails or refuses to complete the cleanup and landscaping, as defined in this
chapter, such failure or refusal shall be considered a violation of the Zoning Code.
7. The Developer warrants all work and material for a period of one year after
acceptance of all work referred to in this Agreement by the Town pursuant to Section
17.16.250 if such work is located on Town of Vail property or withln Town of Vail rightof-way.
8. The parties hereto mutually agree that this Agreement may be amended from
time to time, provided that such amendments be in writing and executed by all parties hereto.
Dated the day and year first above written.
Page 2 of 3
,'
STATE OF COLORADO
COUNTY OF EAGLE
STATE OF COLORADO
COUNW OF EAGLE
Witness my hand and otficial seal.
My commissi on expires 1!
ss.
^ The forggoing Developer lmproveme;t Agre4ment was acknowledged before me this 3 da\lot |Wbhut .1glby Klrtu JAW,ft
ss.
$conmFb|ttt
bt^ U&bhd^
PLANNER. COMMUN ITY DEVELOPMENT
.:..r^ The for.egoing Deleloper l4provement Agreement was acknowledged before me this
Ya^y ot t'WaH- ' . rcnoy LBipr-) (opr-ra ro n r
Witness my hand and official seal.
uodeted 928/9a
Page 3 of 3
Ronald H. Rilev
October 1' 1997
Lauren Waterton
Planning Department
lown or varr
?5 South Frontage Road
VaiL, CO 8L557
Re: 4475 Gl-en Fal-l-s Lane
Dear Laurent
I've enc.l-osed the DeveJ-oper fmprovement
Agreementr a copy of the landscaping proposal, and
the letter of credit from the First Bank of VaiI
for $35r000 doLlars. It is my understanding that
the letter of credlt secures the performance of
the 9251000 landscape contract' as well as, $3r000
for miscefl-aneous site work remaining to be
completed. The $35'000 is 125t of the $28'000
doltar actual amount. If anything else needs to
be done in this regard, please contact me
i-mmediately.
N-,{kq
Ron Riley
d Enclosures
RR,/co
228Bndge Street,Qail, CIolorado 8t6s7 . 3o3-4764to9l4tso
U.C.L./page2 of 4
Riley Residence
9/9/7
SECTION B. LANDSCAPING.
JOB DESCRIPTION #f. Landscaping bid begins after all backfill, rough grading and
topsoil spreading are complete. Boulder placement and plant material transplanting are
not included in cost. Design build using below plant material list . Fine grade and install
sod. Remaining areas graded and seeded with wildflower and native grass seed then
mulch with straw. All materials are fertilized. Site cleaned of all landscape debris.
Material
Spruce
Spruce
Spruce
Bristlecone pine
Rocky Mtn juniper
Aspen
Serviceberry
Currant
Mt Nine bark
Sandcherry
Plum
Jackman potentilla
Abbotswood potentilla
Rock spirea
Maple
Dogwood
Dwarf arctic willow
Grape holly
Shasta daisy
Aster mix varietY
Bearded iris
Japanese iris
Siberian iris
Columbine mix variety
Lady fern
Coreopsis
Rocky Mtn penstemon
Coral bells
MATERIAL LIST
Size
8ft
10ft
12ft
6ft
6ft
2.0" diam
5 gal
5 gal
5 gal
5 gal
5gd
5 gal
5 gal
5 eal
5 gal
5 gal
5 gal
2eil
I gal
1 gal
I gal
I gal
I eal
1 gal
I gal
I gal
I gal
I gal
Amount
6
5
5
I
1
l3
5
10
5
5
15
15
l5
7
l5
15
10
10
15
15
l0
l0
l5
5
15
l5
15
U.C.L./page 3 of 4
Riley residence
9/9/7
Delphiniummix variety
Lupine mix variety
Bleeding heart
Hosta mix variety
Gay feather
Snow in summer
Dragons blood
Basket of gold
Thyme
Zing rose
Geranium cranesbill
Sod
Steel edging
Compost
Wood chips
Wildflower seed
Native grass seed
Fertilizer
Straw
1 gal
I gal
I gal
1 gal
I gal
2.25" drarrr
z.z)" oLarrl.
2.25" diarn
2.25" diarn
2.25" diarr
2.25" dlarrr
l0
t0
5
l5
10
96
96
96
96
96
96
2,000 sq ft
l20linft
l0 cu yds
l0 cu yds
5 lbs
40 lbs
30 lbs
55 bails
COST: $25,000.00
PAYMENT PLAN: 50% down payment, 25o/o after trees and shrubs are planted
and balance upon completion.
o
BONALD H. RILEY
228 FRIOGE ST.
VAIL, COLORADO 81657
r: IO e IO I5 iqr: a aqOq tO 1.5 Ztr' ?C?l'
t P*Q PrstoFNc€
Koechlein Consultirig Engineers
Consulting Geotechnical Engineers
12364 W. Alameda Pltrry. $uitc 135. Lakewood, CO 80228
MAIN OFFICE
(303) 98e-1223
(303) e89-0204 FAX
AVON
(970) 949-6009
OGI
,"u -f,llflf
SILVERTHORNE
(970) 468-6S33
) 468-6939 FAX
September22, 1997
Mark Francis
Elk Ridge Design Builders
1520 East Mulberry, Suite 160
Fon Collins. CO E0522
SUBJECT:Unde.grinning of the Existing Buildi@
Lot 7. Forcsl Olen Subdivision. Vatl. eo-lJob ]$.o. L
As request€d we have reviewed the existing building foundation conditions at the Riley
residcnce located on Lot 3 of Forest Glen Subdivision in Vail, Colorado. The purpose of this
tetter is to present our understrnding of the prevailing foundation conditions and to discuss snd
prosent diftrent alternatives to stabilizc the building foundation, Our revie'w and tbe possible
underpinning alternatives are bascd on the information provided by our field engineer after
holding discussions with you.
The existing residence is a two story building with basement and crrwl space. The structutc is of
wood framc snd concrete construction. A 15 fect x 15 feet crawl space area has becn over-
excavated to provide a storage place. The area has been over-excav&ted to variable dcpths, ttp to
a maximum of 3 feet from the original grades. ln most of the sres the soils beneath the existing
foundation has been exposod by the ovcr-excavation. Over-exoavation of thc foundation area
has put the integrity of truilding at risk. The building foundation could move under the prevailing
conditions. The building foundation should be stabilizcd against settlement and potcntial loss of
foundation soil from water secpage into the basement.
We have considered and evaluatcd different altematives to stabilize the building foundation.
These alternative are discussed and presented below:
l- Helix Piers: Helix pien consist of a Helix plate on hardened stccl shans which are screwed
into the ground with drilling equipment. They can be used to stabilize the existing
foundstioq by penetrating into the soil below the footings. They can penebats through
gravelly soil witb some cobbles. The p€netration is not affectcd by the underground water
conditions. Minimum cxcavation is required for their installation. They are available in
diftrent lengths. However. installstion may be hindered by the limitcd space availablc for
the equipment.
2. Msgnum Piers. Magnum piers conslsts of 3 inch diameter stee! pipe. The Mapum piers erc
installed with a hydraulic jack that jacks egainst the reaction of the existing foundadon base.
a O
Mark Francls
September 22, 1997
Page 2
The Magnum piers are also available in different length$. Thc Magnum piers prcshess thc
foundation alta and furthet prestressing can be done at different time iniervals. They arc
easy to install qnd installation is not hindered by space limitations.
3. E$cavation and consuuctigE This is ttre simplest form of underpinning. Masonry or
concrEte wells are capablo of temporarily bridging gaps in their foundation. Hencc, it is
possible to r€move the soils belorv thc existing footing and rcplacc them with concrtE to a
depth corresponding to the bottom of the excavation in tbe crawl specc. Tfpically thc
excavation beneath the footing is for a footing length of 4 feet to consFuct a sftort sootion of lhn |1-.rr, ft't.rrr |rg rrr frrrc ilr.r-F AJlF. ttrr$ sF.,tvrrr i\. ,..t.:|rliFlea.r, rtt4rth.|r r.dj.d.nt ..atiol|l cr'' lra
dons.
4. Connrafa Rrtrining ll,'nll A r..rnnr+ie ruolt d+tigrcd rc r retrininE .,rll ro.y bc conetrrrctcd
monolithic with the basement floor. The top of the retaining wall should be connccted to the
base of the footing wifh dnwel harc. A prefabricetcd drainagc compositc should be instolled
l.rchiur.l drc uoltutEtts nrtriniag wall to dlr€gr warcr sgEpage ro a sump plt wlt€|E rhc watcf
could be removed by pumping
All Sre above altErnaiives should be very carcfirlly evalualed based on economic cortiderations,
technical know-how available, and practical implications. In our opinion, the Magnum piers or
the retaining wall may be thc bcst alternatives.
In addhion to stabilizing the foundation against scttlem€n! the foundation system shouU Ue
stabilized egainrt loss of foundation soil from water scopag€. For this purpo$e a concrotc wall
should b€ constru€ted along the footing foundation, A prefabricatcd drainage compositc should
be providcd behind the conorcte wall to direct water $cepage to a sump pit where the rrater could
be remq,ved by pumping. The concrctc wall will not bc rcquir€d if ahomativc No. 3 or 4 are
selecfed.
Wc appreciate the opportunity of working with you. lf we can be of firntrcr assistance ir
discussing thc contents ofthis letter please call us.
Sincercly
ICCTE(]FT EII|I coNsu ENCTI{EEIIS
Tl1r,
-dU,*-
!t lrrl-".^ tt t/.--.. t.t-!.., tr.
President :z?fr^...Eq
Rwie\ryed bv:
a
D
o
esign Review Action Form
TOWN OF VAIL
Pro.iect Name: Riley - Exterior lighting
Project Description: New exterior lighting
Owner, Address and Phone: Ron Riley
Architect/Contact, Address and Phone: Keating Partnership, S0l 12th St., Golden, CO 80401
Project Street Addrcss: 4475 Glen Falls Lane
Legal Description: Lot 7, X'orest Glen
ParcelNumber:
Comments:
BuildinsName:
Motion by:
Scconded by:
Vote:
Conditions:
Town Planner: Lauren Waterton
Datc: August 14.-1997
Board / Staff Action
Action: Staff Approved
DRB Fee Pre-Paid:
'sent By: KEATING PARTNERSHIP
dt27e43s4
-T}18 KEATINC PARTNERSHIP
p.r:.
_rffi Job 789 Page 214
APPg-.\f':l l-jY TIJE ' ; 1.r.',.1.
DEi r' :-:lr"'uC,\AD
o8t14ts7 r:l
l-oL 7, fr"el 6te^-
RILEY RESIDENCE
E.xl*rlor Llght FlrcDur e Calculattons
F ixl,urc: Kichlar - Mount Yernon
Flrtureg7o7 @ j{cokEatlo
Glass Araa ?or ?anel - 24 q. in,
5td. Lumlns for 1OAN Flulb = 14OO Lumins
l4OOLumins = 5tlLumins pcrsqtin.
24oq.in,
I ixt ure 97Ob @ Great Raom ? atrio
Glres Araa Yar ?ancl - 42 *y in,
Stl.Lumlnstor1OOW Flulb - 14OO Lumlns
EOO Lumins = 3'3-3 Lumins pcr sq. in,
42sog.ln.
PtAl'INER:
fttre rcridentia| dc:sign
lJit I t .., r I r .,,, *.,1t',',,r',J,l,l11!.'trrur. rr rr r arr.l rJ I
*^:'::i#**:*fl"*'uo o8l14ts7 rf ",ffi Job 78s Psse 3/4
itG9:tt7
K97Uf
rcr7or
C)/I.D.E BRICKII,
OIDEBRAIVEIT
wffitGRts
Seecry €/osr ponets SolJd dross.
l:frghr. l@-W. Mox. (M) Hgt t2y.'.
Wictth 5Ih', Extens&,n 6yi, Hgt.
rrom cente, ot wdl opning S',
E?TW OLDEBRICK,,,,(rilD9 oLDE Et?c|t'tzEtr,x-qro, r/EPDrc,?S
Seect giloss pcneb. Sofid A/dss.I&ht, \SGW Ma( (lt/t)tEL1996..
Widlh t hi Extenion lO,A1 HgLfrorncx**otW
opningTh'.
Kkhlcr Lighting 175
Sent 8y:KEATING PARTNERSHIP
St27s4354
Ogl14l97 9:40 Jffi Job 78s Pege 4t4
tVount Vennn
K.f,t$ OLDEBI?ICKW.'K.'TU OIDEBrcAIZEN K"W VERDIGI?IS
sEFdigtcfscg/rjt, sord&osr.
,-t qft, l$-w. tvta(. (M Hgt. bfr',
Wlcrlh 7th: Extenhn ,t/r'. HgL ftom
cenlet ot wof, op€r,'fig Zn..
X.rW QLDEBRICKTr r,99O9 OLMBRQNETU ks90J wEDtGRtS
seedy g/oss po neb. futid koss.
!:i?h!, !n-w. Mex. (til)evt'Wdre,
HEt nb'.
Kic'pcr l-ighring I74
*,nn Review Action tn
TOWN OF VAIL
Category Number
Proiect Name:
Building Name:
Project Description:
Owner, Address and Phone:
Legal Description: Lot 1 Block_Zone District
Project Street Address:
Comments:
Motion by:
-F,"oard /, Staff Actionr
Vote:
Seconded by:
! Approval
! Disapproval
';:E Staff Approval
Conditions:
Town Planner
Date:DRB Fee Pre-paid-
Sent By: KEATINC
Llkr't ,l
o
: l1,-",..il,Tnf ' f i',1 d? e - ) a.: 2
.e,;:l':,lf,,,ffi,,;:,.'o Pase 2i4
D'6IC$' iEVIIi. EOAI,D TDDLTEATIOX TOr{d OF VAIL, COLORADO
nATC RECUIVED r JA'E OI' DND M8!:3INO.arittaaari
A.
Jd
IloJlcr rNFoSfiA?t On:
LUC/I! DEgCnTnION: Lot nlock gulrdivinf on
-ZfLgf
\T--7( r.A .
I! proDerty !9 dlescrllred by a ncoL6 eDd l)ounds logal dcsctipLion, pl sJ66 pEovloe On a g€palate 3lr€cL anrl al,Lach Lo Lhls appli.ca t 1r)rr.
-.:;J IJ lt ;' -j (t tit Jtr .r'l !A!-)
APPLICAN1':
Addrccc:
AI'IILICANT' g REPRESEMIA'!IVE r
--'+t!
Addreas:
ippr.IdA|rro ts flrw IwI r.t txoca66RD ,IrtEOVt ortflBR' s 5'IGw,IIUXA
condor[nlutn ADproval 1t appllcabl'c.
uRL FEE! DRB fees, A! ShOt n above. are to be 9alcl aL lhe
Linle ot ,rrbndLLdI of Lbe Dltts appllcutlolr. IJa[er, vheD
npplying for n buildlng Dsr&i!. 9lca8o ldcnt'Ify Lhe aecuratc
viluiri6n ot the proposrl. the to'rn og voll t i.r1 rdjudL Lhe
fec occoraing to Ltro- tabre belou, !o etr$uxe Ltro corrorE fou
B,'f YPE OT REVIEW:
--Ncrd ConsLructIt,rr (12O0. 00)_,jddirioo ( 950. 001
AlJ,)l{lsg I
X.toir,o, ALleraEloD (3zo, o0 )
Conc6F l,rral. Kevlcw ( t O)
tr.
I.
il ,
Zt)NtNG t
NAME OF
f.lo I I 1ng
G.NA'{E OP
x0.l rlng
,;t-
NIU.{E OF ( )wl.lll|{ lS] :
otlvSx (s, J, Gtr^1trtrgl _
HoIllnq l\dat(ss3:-re
ir 9d id.
4^
Yr.E. PArn , 3 /71-/ C'4EQR.
P€E 9CIIRDUT,E:
VALUATION
t o'{ 10,000
$ .t0. 00r 6 s0. 000
i 50.001 '0 150,000
0150,001, - t 500,000
$500,0(ll - t1, 000,0 00
$ over t1,000,000
DESTCN NEVIBW BOARD APANOV.IL AXPIREE
APPROVAL {'NLB6 8 A BI'I I,DINO PERIIIT IE
19 STAN|'F.D,
4ll:!s--.-
PEE
t 20.0G $ 50. 00
t100.00
$200 - cr0
{d00.00
$500. 00
o!{B TE}.l ttrllti illiiAL
rssuED AsD co!{smucrroN
tt\
>d/i RUG-29-1996 14:59 363279435,4 P.A2
s e n t Bv : *'ol,'J,,. ;ollii'.:!]il,{,u,?1li! _,,, o _ r, s 2
_... .
?/
r,
:.:, I ;i,-Hffi
l2 No.00d
Job 640 Page 3/4
P.0i
Y**N,\l'|e OF t'lroitEc,t t
I.ECJIL DESCRTDUON:SulDrv!EroN 5i'' 6i;:, ;t' .r-rtf r,,t
J"I I€E.T ADDITE9S:
'l'Uo (olluring intornotlon lD
Rovlow lroBld botora a tin6l
n. AUrIJDINO M}T&ttIA!$ l
Rorr(
Slding
0 Llrer W.rl I H0 Lor.-i.o I u
Pdscia
goftiLs
windot'c
window Tr iul
Da$J o
Door Trln
llortd or Dcck R{rI ls
t,l u cg
Fl.shlnts
Ch j,rtncyo
Tra,sh Dncl0turo6
Crccnhoureg
EoFalntFg walr s
Exucrlor LlghLlnq
O ltrcr
regulrcd lor aulsrl ct o l
aDproval can be given:
trPE oF lu,r8l.lll
lo Eho Dcslqn
COLOR
':::"./r..l ilt: rrr.-.._.=TUCCT) C f tIrAt I
. {--T,!,.:F. fl1;Ac-llA
| ..).>t);2 __ _.'/;,r){ {,:Jt-.)
"(rn^.r,1*rt,.-''')
---1 I \Jr- !.r5.,.-,. aF"i:l ..., l'l''7't.
B.
'JANDgCAPI,
C!NamC Of OCs i,:Jncr:
Phono.
V)Ui;t) .._-- O?, tttt.'t'L-
lJvi l.J\-Jt I !i
v,ltt+,J lJvu;rst/bn L!'t+"\i'"1.'
it, 't!/)l) crfF ,, ,,'r'r;
ll'l?;;*\r-. ._- C_ilaf*izlg t./il;/
li\''l1i|'.'t-NL 70 PU:ni,H AD.j.':.u1iiiF1'rze.
!'\.-:i,1:Z.r.rE (1?*r , f:'rrr ,. .'^: )
'-:: .,, r;, l l/-. t..
AUG-29-1995 LstAA 3432?94354 P.A3
6?nt By:
ir^ H ;U,y" tGt'..o8t29t96 14i51 -rdffi Job 640 Page 414 8/ze/rO
KOOF MATERTAL VA|L METAL gygTEMs
#815D114
NEW SLATE GRAY
STON E: 6Y CLIENT
STUCCO: DRWTT
COLOR: 442, COTTON
FREEgTYLE
FA9CIA COLORz SHERW|N W|LL|AMs
9W #225b
IVY WALL
ACCENT COLORS: COLUMNS, DECK RAILING,
SOFFIT FIOARD1, WIN DOW
TRIM AND STUCCO
DANDING: SHERWIN WILLIAMS
5W #1c25
ORIGAMIWHITE
WINDOW9: CLAD ALUMINUM
WH ITE
AUG-29-1995 r5:Ag 3A32?94354 96:z P.A4
'mD[4AY,|6t9g5 G.lut tslesl
Relurn lo LAUREN WATERTON
Town Planner
INTER-DEPARTMENTAL REVIEW
PBOJECT:AUr
DATE SUBMITTED:
DATE OF PUBLIC HEARING
COMMENTS NEEDED BY:
BRIEF DESCRIPTION OF THE PROPOSAL:n€u ut'^jb .fat r,t\W tmst 6lop.
Tari lt(r,ryer,Date: ulblcts.
Comments:
. ./'V'Aft\ r,t appc.zclho cm afc,-ln r5 r<lurced crt \hrg ycva <tr tvre Jriuewr,t -/ a^l^, rrr,*n_\ ..tra pcr rr..t'v \rg, {\ sorcle dF q rnrn, r.rror-yr r-pl trl a 2,r I n.ret . ? L-?rw*'-./
" *rlt"il:':::'[*;;1 rc' tco*rrgt ' vre <rx-kro zot ca*n<,",-.'.orio-fiffi/ i
' '/ te? rl 5 <i<e r<rr''':'*'c\ ' hre n..:o "pat4
u'ott)
/ l.t ro o.nanj Qor(\r\\ '"eo@r c,.c€- ce.\rxc€<) L\1 5 \\ ( A; ffia,
oc\fhe €(r>t sic!< tl <c.d to la(- eo \c\r3ad lo tltx lct t. Trescl, .>e.\(z\ (v\u.,\ ttt.\-\ ,a ')i) +-,r-\u\€- tg, w\crv4. a 3 €orrrk to.^ ri trr,ra Jr,..rg.-t c\ fo .\o b,<rcrd- do.'.r,.r . 3.;;i;Jt*'..J n'9ot,e cf, {o.Jc3((Jd\ c{X e(9-e.65 i1-.\ ,{' 4ee $<rn crrc.rcd .n c<). -\ t<VgcA
V/tu|.] ere <>ce, .\(}J q^a(\flrF<J on Qe q\cY\5(\r!s . -> blWWtt ol- p l*t*
,-'lnzec\ to<.e <^q cr<y\.- r-ri5xz, gro.n . FJc, t a(g1 tree'- (-,c /,\robr: r<\.t\re. \cr.^,rr f \gk\t .,t r^---.. |t42 $ \J'@YI)DD / Tarr: .,trelj- 's.}i\d4f cvrcr i ko( \'i m Na #trYr\ L o( rco<Ibcr.s t.rr'n txz cu t . . li nc\ o.l y t \
-h*"qoor uu\ut1gt dce u:{nrYart'rErn -
n"
(2cri6rcA r\titls Pcv'a .>r\ 1125 {klocc'eA -1 lzt'a
&t*"ua- s\o 9{tr@\<rx5 A\\oued'
tni..d I illA2
ConmenUs fron Mike Mccee at Ehe Fire DeparLment regarding the Riley
Residence, 4475 Glen Fa1ls lJane. His phone number is 479-2250-
May 24, 1995
The following comments are from the Fire Dept.:
1. Show the distance from the front of the driveway to the
nearest two fire hydrants.
2. The driveway is approximately 150 feet, from the
A fire truck Lurnaround is required q inst'all
fire sprinkler sysLen throughout.
3. The turning radius (inside and outside) are too
fire truck to access drivewaY.
public street.a residential
small to allow
:El
--r\\A
'- a-,'-qf.
ft,. "'
I t
tfr,
-i
r
I'd'l ':l - n' -
Pign Review Action rorl
TOWN OF VAIL
Category Number \, t)
Project Name:
Date
Building Name:
Owner, Address and Phone:
,. a) ,f tlr .-.-4-rii - t
ArchitecvContact, Address and Phone:
Legal Description: Lot Block I Subdivision YtV,K* 1*lt, vt zone District 5DD
Proiect Street Address:
Comments:
Motion by:
Seconded by:
! Approval
! Disapproval
! StaffApproval
Conditions:
E ,r,ru,r"
!_ _. I r'r4a+ta?, ^ .U,"L, orr.r, ".-",
rt . o,'a n o ra*,,a n"',,i,rr.r' !*o T,r [@\l "'T^AH:ff;iT#l* -, Ff1,r, \{*/tax
'anst.iltsl
memo ?671 lr ol F.oGr r \ I tlttCt Clgl- ltLLEl uvFultttre'r a lt1 . .,nffi'lfrq _;-t .^l.L?lp.itt'lilllli,lllltfJ'
rorr'- 6lt
ff-fli:l,i#* Ct'1+1"f,.0*'
('- I -
1.,y'-$e
Got0flftltt IItfEr . , " 4{,,-, ?tNE G0TPLEIED:
EsEDrVlElorr /1,,'4, L tot: 2 !too(;rlurc!
ADDSEBS;
IrcAIItfo F* (nrrr of co*rnt)t
ADInESSI
+=a:ttt ltaaf lirt! gttllllllf rlc=:
ProilE troi +FU''/l?7
ulcAll0li to b. 6lotcnco or dotcrtbcd
rrd nrrtcr tbrreof '
Indlcrtr
Xottl
Prrty rrqurrthr tocrtll
trrty locrtlal for uEVGlDi
+/
ffi tn|[n EERVICE utfl,ls$ tallrqr mva tEBtf
\
uccar Errlc vrllcy Gcnrol tdrtcd Srnltrtlor Dlrtrlct ( uEvGsD) |'Lll
il;:i.Ti;.-iliil.-llr.. mrvtcc ltrur |l r r.tt3r of so r.d.Dcc
;;;;-;rf ;;i.;inii"- ir. luotionr d'tunrtrd r no1 llrl ! lllTl,b'rr.loililti-ioi ttt.."our locrtiorc rad thr con'ctl oncrr thrrl6l'
rttcrDc to calr. UIvCtD
Lld
./a
partl.Iff a ottr:f rr - .mOrY tAg tat?io riatE ' alt!'l xlJE 5 r r ll^ftl GlIl l3lflo l{Art' I rrt airri fffm / Ctt}
w r a I^/Ol.l'V{L rttro wltf . te{v^it'' wlTEl ' !r{I grrrtr:rrcgtv'l watq I e7t+l l^Ct" '^|-tl'i^'i^J ' 9.'t 3b
Y^!r"3Y CQrrruor?t! t^ttf a vrlr rrttl lltg rAf" tDi t5
!
ln rgrcr tclor. Io{lcrtr-rr$t cf rtrhc8
-\
;idol\'I t ,.a, - .rr t
o\
Single Fami
ZONE CHECK
FOR
Residence, DuPIex'
o
'l rr
ZONE DISTRICTS
'- LL|,"1 . --) | .r
o
Primary,/S
DATE:
Allowed
(30(!3rl
econdary
Subdivision -- !]'A t,a.'.t - !l\
PTIONE
PIIONE
,'
BUII,DABLE LOT AREA
gxist-inq Proposcd Total
3-t 3z- "'HeiqhL
TOLA1 CRFA
Primary GRFA
Secondary GRFA
ScLbacks
@- 4tPo v"
+425=
Front
sides
Rear 4ob5 ko'ry "/
\ f l&h \7,b4,
".)u)
+3 r.,.ct
,,%
Complies wiLh T.o.v. Lighting ordinance
water Course Sct-back (30) (s0)
Do Finish Grades Exceed 2:l- (50%)
Environmen Lal /ttazards :
YES
1) Flood Plain
2\ PerccnL Slope (< > 30%)z_?jt'i;
3) Geologic Hazards a) Snow Avalanche,, , i -,Lr b) Rockfall
c) Dcbris Flow I
4) wetlands ,)
No._;_
Yes
No.-X-
Does Lhis req'riesL .i.nvuive a 250 riciciiiir.llr? i, i
I{ow much of ifre allowed 250 Addition is used wiEh Lhis rcques;E?
view corridor EncroachmenL: Yes
Previous cond.iLions of approval (check property fiIe):
4bc>'->
+ 4?.5 =_q-QL_
20,
15',
t_5'
- .'1 .Si Lc Covcrage 4 !'it .,.,.'y
.l .Jn Landscapins {UiU vf4u ((1
Retaining WaII lleighLs
Parking
Caragc Credit
Drive:
3' / a:;
A f neqrd
(3oo) (6od)Gl={y-]itoo, et (T
PermiLLcd srope ,Q q Proposed slope
NO
10
o o
RetUm tO Lauren l,laterton
Town Planner
DATE SUBMITTED:
DATE OF PUBLIC HEARING
COMMENTS NEEDED BY:
BRIEF DESCRIPTION OF THE PROPOSAL:/"@/:t/1,0,w +1rflbW
?"7 )
by:,/y',a;'Date:
-{/
J -.z7 ))
Comments: r/1..-/ . /,,,s ).'"uta /. -' ..7.zn'-'
4.,/;//zt't' t'2 iV/'+"' '1r;'"/'zn "'/5'
z--/4,7r2,:. -,' ' r',//
z'
Zr?./-u7. / J '/1.a,),v ,f o'/l-'' /r'\"€2'|< t'Eaz-/ ' /Ea'14 '2'z*''(
.-.-/:.,'€//42u'tJ zJ' ^€"*'' ;2' 2 tn/'ri'""'Pa";r"Z.-2"/""
/t,_.<"2-p !;.rtarr, ,r:*.r-:-.
u112,..J,.* ) :.,_ h s,nr,t 4
'i:/ ;,-2 :')' ,'."n' '1'/72''"'{zzt4'
NAME OF PROJECT:
A. BUII.IDING MATERIALS:
_LIST OF MATERTATS
Ri 1 ey Res i dence
Lo? 7 sl,ocx SUBDMSION Forest Gl en
TYPE OF MATERIAIJ
I,EGAL DESCRIPTION:
STREET ADDRESS:
The following information is required for submittat to Ehe Design
Revj-ew Board before a final approval can be eiven:
COI,OR
noor(Q@FMATERIAL:rIONEERCONCRETETILE
#6-3151-WOG5 'J,t - -e,v JLU\.vv Cream Siditre
OLher Wall MaLeria1s
Fascia
Soffits
Windows
-C
Green
0ff-|ih i te
5W #2258
ACCENT COLORSz
Stone-t\pg? Tan It .
Recessed To match adjacent
Desioner, Al an Rol I i nger
Phone: (303) 758-1529
Srucc#2oDKWtT--
COLOR: 442, COTTqN
FKEEgTYLE
Aluminum Clad
window rrirrFAgClA COLOR: gHERWIN WILLIAMg
Doors
Door Trim
Trash Enclosures
Greenhouses
Reuaining WaILs
Exterior Lighting
O Lher
LANDSCAPING: Name of
IV^T'WALL
St uc co 0ff-Wh i te
Lrnn.l l.f _h,l-ito
COLUMN9, DECK RAILING;
SOFFIT 9OAKD9, WINDOW
TRIM AND STUCCO
FANDING: gHEKWIN WILLIAMg
5W #1025
ORIGAM I WH ITE
ho |le
None
--r.lhi te
rr
PFIRTNERSH o IF,
];
I
BOARD APPITICATION - TOWN OF VAIIJ.COI/ORADO
' DATE RECETVED:
DA?E:OF DRB MEETTNC:
. *1*ti***l*l
ttrr*t*tt*
i.ztz AFR 1O'95 14:11 I(EFIT]NG
".vtt.a T lla ltl
DESIGN BWTEW
-.' .\
7
DESCRIPTION:
TYPE OF REVIEW:
-X N." Const,rucLion ($?00 - 00)
. .-Addi cion ($50 . 00 )
__3[inor Alteration ($20. 00)
--concepLual
Review ($0)
ADDRESS:
n
r.
LEGAL DESCRIPTION:
Subdivision
If propert.y is described by
description, pleiase prowide
to Lhis application.
ZONING:
NAME OF
Mailing
APPLICAN"'S REPRESENTATIVE:
Address:I
tt-
Phone
- =t.
NAI1E qF owNER(s):
a.Ii wui owNER(s) STGNATUEE:
u^P\n/
I
Mailing Addf erss:
Phone
is paid.
FEE PAID:
r4
:'/4/t,
trtrtr qT'HtrNIII,F"
VAIJUATION s 0 s 10,000
$ 10, oo1 $ so, 0oo
$ 50, oo1 - $ 1s0, 000
$ r50, 001 $ 500. 000
$500.001 - $1,000,000
$ Over $1,000,000
DESTGN RSVIEW BOARD APPROVAJ-, AKPIRES
APPRoVAL p[IiES€ A BI{fIJDING PERMIT IS
IS STARTED. - ]' I ..
t/f li
(-
FEE
s zu. uu
$ 50.00
$100 .00
$200 . oo
$400. 00
$500 .00
ONE YEAR AFTER FINAI.
ISSUED AI{D CONSTRUCTION
1
r
Bl-ock
a meees and bounds
on a seDarate sbeet
l-egal
and aLt,ach
NAME OF APPI-,ICANT:
Mai 1ins. |fd.rpss.;-A'Tu €t
,PPq
Yvren
714- +7q
APPLTCATIONS WLLL NOr BE PR9CESSED trrrHOUT Ot{NEn',S S.IGiVerUnA
r . condorniniurn Approval i f appl icable .
.1 . ina FEE: DRB fees. as shown above,\ are to be paid al the
r,ime of submiLtal. of the,DRB appliFation. Lal.er' when
applying for a building perrniE, please identify bhe accurate .,iiuici6n ot the propoiai. The bown of Vail wirl adjusE the
fee according to the table below, Lo ensure the correcE fee
ili'[ i ] "i5
--ll./\
\
st
El
I
LOT 14
18,228.6 squone feet O.4lB ocres
50.00'
c$19
T=21:
0
ti i/
rt (o
feet v Js,
<sD
LOr I
4O.llO.3 squar-e fee t O.921 xcres
il
j {orrrnNCHE RuN-our AND gUlLD/NG SfTBACK
00
!o
R
;-ry..
f+
hv
&
$
oil ffi!!'*s'Yet
LOT 6
40563,8 squore feet
,--\\ 0,47? acres 1..\
rF
\
LOr 7
24,588.1 squore feet O.564 ocres
q
a {,
{b l{'
lO)
ltn
fr-frff-tQr,
1/3 ft o
,/ s9
ut/,ttJ/ tJ l\ eU e'l e'. r u 2l
5,',.i7.
L,oT 4-? '- :EE6.d
U, S. t|lesL Comrnunicatione . 1.800.922.1987
.468'6850 or 9{9. {530
'ePubllc Servicc company
e {9.5?81
Gary Hall
.HoIy cross ElecLric As8oc.- 9{9.5892
Ted flueky/Mlchael rraverty
I{erl,Clge Cabl.evision T,V.. 949.5530
SLeve Hiat,t
'Upper Eagle VAlloy waLet fi $aniLatlon oiegrict '476.7 480
Frcd t|aclee
SUEDIVISION
\tOB N lfE
NOTE:
,..
3,
F'ILI
ADDRES$ .. . ?l en E..^\\.... L,S..< ,,._ . ,
Thi locaUion and avallablllty of utilit,ies, whether Lhey be nain Erunk ltnes or Droposed rinei, rnusL 19 approv;d-;;a vliiriJa"[""cr,"rotlowins urtrtitei ror irre iccomianiini-iii"-priii.
Dat,e
6.
r Plea8g brlng obtalnlng l)pger flow needs must
5/*e
1. This form is Bo verify service availability and locarion. This should be used in conjuncU-ion with preparing.your uuillty plan [nd scheduling installaLlone.
For any n€w consLructlon proposal, the appllcant nusl" provide a complegod uLility verlfiCaLion f,orm.
If a ut.ility company has concerns wiLh Lho proposed
conBLrucl,ion. the utilit-y fepresenLaLive ghould note directly on rhe utility verlflcarion f,grm that Ehere is a problom which needs bo be resolved, The issue should Ehcn be spclled out ln derail ln an atLaehed lelgor Lo Lhe Town of vall. However; please keep in ."
mlnd Lhar iL ls Lhe responsibiliiy of ttre ut,illty
company Lo rssolve idenlified problems,
If [he uLiticy verification forrn hag signatureE from
oach of Lhe uLiliLy Conpanies, and nO comtnenlg are
mf,de dirccLly an Lhe form, Lhe Town will-"presutne ghat Lhers are ng probrems ond LhaE, Bhe developnent
can proceed.
Ihese vsriflcaslons alo nor relleve the ctnlraotor ot hlr responslbtllgy to obtain a FLrGeb qut parodE,
lrom the Town ol vall, DeparUment of Publj,c t{orks
and bo'ahl!l+ urili.tv..loclqlonr bef-o,re dldolnq in
any public righu-ot-way or easemanL in rne Town ot
Vall . I-brI l.qlnq -per$l t ir.nol ..a sFreet cut,- pgfmit.. .
A streeu cuc permlE must be obtained separatsly,
Inslallallon of gervicg linrs are al uh€ ergenge and responalbtflUy of lhe properEy gwner.
a slte plan, floor plan, and alevatione when Eagle valley tvater fr Sanicatlon aignacure8, Fife
be addregsed,
4,
5.
ITY LOCArION vE&f!.
uJ.4V/t> lVr ttd o lI +U.t4U4rcr.o
ll
\
$-
LT
?.
..i.t.
/!
,
d
,/
\j
7
I I
,t{
$l -z j
o 6
r$.-L
l
J
E
$
,d
l
{
\$
ul
{
'}}a
7'o'P'v'
#! ,,
(,' ,
/
I
ffi-t'-(W
/
o
d
\'$
/,Ef
$'l )'I ,Mi
''"Nr,fr/.r1],
,#;;{,4
y j,",,,,,",' /,/' ,' ,' /l .,/ '/
K.',,'.r',",
\/,//,
(;';",,
i f,' ,
kfr,
,./t]
I
95 14.47 FROM
guEDtvrstoN
JOB l{Al.lE LOT 4
SERU I CE PAGE. BOE
ruDnESg
Bbe locacton snd availabiliry of uttllties, whebher
trur* llaeg oF proPosed linee, nusl be approved-and
tollorlng ulll,lttea for bhe tccomPanylag sllc Pran.'
@'
U.8, tleet Cotmrunlcatlons ;
'1.800r.922'199?{58-5850 or.9{9.{530
.Ptb1ic Service Conpany
9rl9 -5781
o8ry Hrll
. Holy Crors ELectrlc Aesoc.- 9{9-5992
. Trd tttrrhy/t{lchael IrBverLY
gerltege' Crbtrevlelon T. v.
. .' 9{9.5530 ' sleve ltlatt
'upper Eagle Valley waLer r srnltetlon Disbrlct *' {?6-?{89
Fred Hselee
NOTEI 1.
inv p*@egsenenu.rD ih!Vail,
This form is to verify servlce avallabll'ity |nd
loaaulon. tlris ehould be uced Ln conjuncLion elgh
preparing your utility plan and achedutrlng
incualratione.
For any netl constructlon prgposal, Ef?.appllcaob
nust provide o bqnplsued utility verlflqaEloR forn.
If a utili[y company hag concerns wlth Ehe ptoPe5eC
conetrucl.ion, thb urility r3pr€tertrbiv€ ghoulC noee
(tirecdy'on the ut,ility verllication lorn Ehat Ebere
is a proUlern which needs tg be reeolYed. The lggue
ehouli Bhen be spellod out l,n aecall ln an .ttached
ieLter Lo Lhe toirn of Vsil' Heweves' P13t3e hsep in
mlnd ghat lu is the tesPenslblllEy e! Ehe utlllty
comprny Lo resolve ideriClfted problenr.
If Lhe utitlty verlflcaElon [or$ har rlgnaluret gronr
each ol the ultlity cornpani€gr lrd oo cotuiscg lrr€
made direc[Iy on Lhe forn, tlhc Sown rill prenm
Lhat, r,here rre no problema and thnc tbe dcvcloPnrng
can proceed'
Th€86 veriflcaElons do noL rell€ve Ehe sonBraolor o!
iii-iesionatblrlLv to obualn i gErcee EuB.pcfinit
iiorn iti Tgnn of vail, Departms$t of rrubltc.worlcs
llg :i.*l; +i=* : t* i i*i":i'l::**to* tHH*'l
tbey be nain verlfled by tlre
'P3gS
,--frs'?{
of
A EEfset Cuu tepartEely.
Inst,allation o[ servlce line5 ctg aE Ebe e$9qme
rerponglbility o! Lhe Propefty ornel'
* eJ.Ee pIBn, f loor Plan, and elevtt'Lons when "d;i; luirey wrEer i ssniErEion FlgDrcuresr Flse
be addrcrsed'
3,
r[.
$,
lnil 6r
r Plea€€ brlng obtalnlns Upper tlow hecdt nurt
,,4.^-t FROl"loBLIC sERUICE URIL
.'.,..8,S5 I4:48 FRoM PUELIc sERVIcE URIL g3/98/tz t5t a6 t 3o348a l e97
{,\
/,
//'/l
'*!*/,oft -
I
\
\
ts'
-..-t./-.
\r "
1\
\
d
.j
/l I
tl
,t,
l$
/
/
H t
\
!
//
I
/
/
/.
//
/"
d z J
a
\l
ID '4,
;t
.l
F
il
td
L
cl
d
$
mT-i/
r: i:,_,+i
W:
fffi
W
c
5t
.n
/
I
7
,lf ;:ir,4
t/:./'ir
dlf /il I
I
,/ /. ,// 7'\./'/ /' ,;p ,'/W
\"#/t.(
M}
f,,"' .f{ /
l,ii{,^,'
W:,,:,, 1:
/ /. r','/\rll
1X,' ,",'
t:{:''fhr
^l
( ldi
ftt-* a?.e?il4 *.
ADDnEss ., ,.3\s$ F*^\\ 5 \S ne .' '- ' -' -
?hi loeotlon and rvallibtlll'y of utilltleli uhebhar
gsunk llner ot p.EpollO-tineil tqlt br approved rnd
i;ii;riil-utiiiliii-ror rho rccsnprnylne rlts plrn.
UbaY ba nlln veriflrd bY tht
'Pr.!r
30344418fl n 4
'1,
SUEDIVISTON
JOg NttllE
r.0r .. 93- -: . -
U, $. Wglt Cotnnunlsartonr ,r.800.t23.119?
{68-6s60 or 9{9'{t30
.PubllO Brrvlct comPany
,19.t?rl
0arY lllll
Holy Crorr ElecLrlc Atfoc'' il9. tltl rrd lltreky/Htchrrl l,rvrrty
lleri'ttge cablevlllon 1!.v,
919.S!30
stevc tltrbt
'upDer rrgle Vrllry t{fLrr - i lant[etlon Dirlr1cl '
t16.7{00
FroC llarl.r
NOTE: I '
2,
3.
This forn ls Lo verify rlrvicr avrllrbtll!'f and,.-
iiiliriil', -irrii r[i"ii ur-ueea tn corllyr.rtrilon wleh
prrparine your uriiili pian ana rcheCullng
lnr t,a I lr I lqn8
For rny now contLruction pr9p99a.f, thr rDpIlcanB
tnurE provldto a eJtprtiil It'iiitV vrrlllcar'ion torfi'
If o uLtltty colflpany.hls conceln! *fEh ghe propocrd
contBructi.ion, r,no uctf tLy rtPrsDrntat'lvr cbould notS
dirrsLly on the ;tili-gi-'"ortfrerllon lorn Bnls Ebtr'
ir a problo,n nnritt-noihs to.be-rffolvcA' lht isrur
should bhrn b. riiiriii-iui-in arl'iii tn an rttachro
iiiili,,il'i$,fil.;1.:ilit,tliiirii ti:"ii'li:r'"
;ffi.;y-io-i"iirue tdanlllled Probr3ns ' '
I f lhg uLtri !y vrrlt lcrt'lon toro her stgnlt'uret f rgttl
l""i"It"i;;-;i'tlii;-;il;antcr' lld no corilnBott rre
made direcLly on litc-ieirn, r'h! TPIn ulll Drcrumc
rhaL [her. oro no'pio;iil; ina tt'tt' t'ht dfv'loPtnenl
t | ,,,
ln
can procood,
Thete verl!lcastgns do
lria rcePonflbilltY to
and to p4!t!.-UlJ-r*x-
any Publ ic rish['o1:Y:
not relleve Bho contf,lctor
oiitiin-i Etr.lt qrg, qe.Tl:
ot
s.
iii*-it'c rotrn of Vril';i p i,; f i: ": ^? 1 -:"b.1 * .*tt:
Vall,i rLr8e! cuL C rnurl be
ffi_or
gCDrfatClY,
6. rnecallalion of scrvist ltnu lrd 8[ thl lxp9tlf' 'nd te"eF;;i;liitY or Lhe Property owrfrI
r Pleaat bring a site plal' fl?gl.plln' tn6 ltcvfflonr r'rhtn
obraintng uppar Ergto -v6l1ay W.r"rti'iini'iit'i6n rlcnrLurel' Flre
tlow itlods muai bl cddrlreeq'
'| ,' ,''lr'
,,,, ,,T,'
/l 'r \
ga'd eE966r6 EBE
9A
/
_'': * /
/)
t'
/
,l'
,f
F
Ir
r,
1t i J
I
p
t i t
['
fr-
fa t
t'
t L
F
\\\.N
\
-s d
\.
"/ f,/
' lg'.;
*:tE0IU )"t: ,*268 | bFbtri. y 3t'rJlNfttrn FZ tFl CAG r-ii_,
l,I,ET'I VIgI ON do8 rwtE
&crr _,*
ADDIESS
NOTE r
----...-r--- lI
\*,^
Bl.rOCf(
Thr locrEton rnd.:11llplllry of uritlrtee, ehcBhrr Fifif_lllo,i, ii, ?,,ff ;:*-iilli, _lll, De approved,nd folrouing-uriii[ivPvsE' rrncr' Ful!_!i_approved r11(eB ror rhe aecorrprnylag-iili-priii.
Aq,thorlzad gdfnanqlg
. f :8;oli;i.i;fT*'crt ronr
tt69.6360 or irl. rs3o
.Pullla_lervlcl company
919 r 5?81
Gary nrlt
.dolY^clgrr Eleerric lrroc,9{9. s892
Ted Hurhy/illcharl !.rvrrry
IIeIf _rr?!. Crblevlsion r.v,. 94t.53t0 st.Yt filrgt
'Upper tltlt Vrlley wrrer
*_9qf urlon aii t rli[- ,{?6.?ag0
Frod lragter
lhry be nain vtrllird by rhe
' Drtq
l-"his form tr Lo vcrify servlce availablllly and tocarion. rhir slrgyii il-;il ii con1uncuion wltb ?Itp"flns. your uri t i ti piri-iirr ecncdulhs rnE r.al lo tionr .
For any ncw eonsrru:tloq Droposrl, rlt. rpDtlcanL musL provide a ionploLod uliifti-"trlticarion for,n.
lf_o urilrry coarpany.haa conqernE wit,h fhc propored consLrucLion, rhc. uritity rrpreeinErslva shourd noSe direerry on rh€ ut iriri'i,oir[ic;;i;;-;;;-iilIi-di]ro ia a problom rhich.nriic f;-;;-;;oivial-' iiif.re.iu"rh9lrd rhen be rprlled oui-rn-oiiaii ii"en-iisilile lcElor Lo Lho ?oin e6 viii.-'-ffJie"ur, gler3o kecp tn nlnd rhaL tr ia *re rariiiiruiiiiv-;i ffi-u;liili company Lo reeolve idaniitled preb.c"s.
I!-!he-u!llluy.verittcarion lorm her flgnlrures ffon each o( Lhe urility conpanleg, iod no-c5airnrnil-d;madc dJrccLly on bhe fei6, r.ni i6wn wiii-br-di, ;--thrr rhero rrc no probremi iiii l[ic lr,e-clu.ro]tenr ean procrad,
i
3,
6.
. PIsasr brlno 0btalnlng gppir
IroH naedl nu!t
{.
5,These verlticaulont hle relponslbillty dO not rellrvc uhe to obtaln a slrorl egntrrcuor sf cut p.nnll
any pub vrtl.
r&- --.4!.. - , --rrr r.rrt- !E!r,^ G c rrght-ot.w6y or earemeot ln of
are at tha txPtfirr and ofilal.
A sLreec crrt prirnfT-mudffi rrncd sePsrobely.
lnslallttion of rervtgl tlnra rolponrlbillty of lhr propert,y
I tt te plan. f lOOr plan, and ollvtt,lons r.rhgrr
.FaCl?.valley l{lter i SanlbntloD cignatur;t. ftfa ba addreaood.
14t43 e 1434841897
, -l tr:
f1
TII.IF
LOT J
#tiihW;t:,#ir*
Nv. (til t CeJ.l$nu (Sv) - Cti1.6l
tor t4
L0r
'-fi(lt ;it,
,:ili'f.:f,ft
lli
I QR/,
:.ri?rf:-b#r? ; ;;;;;, -;,;;,';;iT;';,il;;ne
uhen 9P!.1rlinq spprt Eaelg-irarrey-hNi*r r santrar,lon iignaEuree. rtr.tlow ngedr nu!t be addrealod.
14 r.troilrro^o.,r^r!ccLeiagor!!.,
o.re rru,neo, I -,' 1 - ?i
"J'ffi'
"-],,:;*."*!f}Aro.o'
Mrp psgei-.j
,'\rr'
Tapc no: .- I '-
llne locfluon coor:A$--
Surlroo coer coOs;-Sgb--
Llnrryp.coOr:. L\h
,- !
Plpe dlametar: ' -
Funlengttr: il D'
- /,1!
iainl longlh: 'JY.. ...
'-..L Mil rlng typs: r._llz_
-- tl t!o'sBncs:-!l&-
{top ol mnr to rlm}
4-t',t
MH ffd dtametat:,9l}lA
L$l 4w4,,L+
lfivoft-ln:(dlr)_(d?rr)._
Invfi-l0;{6lr}, (drpth)
,omP .:(dlr)-(drptt,-
rnYon-our:(dtr) j|r&froqmrt -1D' ll
Dtst nca {MH to MH,.rr,t olr--jiA-}
Arm:
Sroet:^tn.ta"w Upciro.fii MH
ot,rflllp$rtofillton;
i/- Adqrldr plpr Filidon.
-Ffrrlllmdto
banflrd.
PlpnrshbailPdrrdA$ P
d-|,-i.a,,
dnEdon ol llgw
*<--4 )-*{ V,Z,r,
e8m$r dlrslhft olrilc
Date rlwhfd:-!1 | "19
r\
DISTANCE
TO: {FT)
cooE culot(
posrTl0N
TAPE
COUHTTN
ADOMoIUI BEIIARKS
{pt.sc lfidlc€tg lengfis of cfed$, bolllct, lad!!cilg!|, .b.l
n-\o 2Aqg
7,1 Tfl*+q"0 0 atll 7T[
7,'r -,1,5 TAA ?"ao P'Ba -c.t< 7fr8-
tt,9 -1"m
12.o ?t! t i'J rt),.'
en -.EL(
-11-1985 14:19 UALENTIT€
WATER
^NO
SANTTAIION OI5IN
t l !O{!:t rortl . v.r|- cO.Ol^oO Or6lt
rtotr .tl ,.d0
IA?ER AilD/ON SffER
LII{B I.oCATIOI{
1:-gE-- rlrtg cot{PI'ErED :
u '': n€rolr *f^:,"-T:trt u'l''illY{
J,&IJ --rJ-r I
\,u/
d,'x'"1
DAtlr
;.r*'
lfr3;; !:tjl rllg 55 =::: ==trllli gt3::: t ttt i:g; = t ':r:rl
I !| r rr l::at:!il'l l 's;==a==:':21 drto
L00AI085 $rltE:
Colstrtt{8t{T TIHET
susDrvrsroil' //fr, L- [ot; J BLocK:FILINO;
ADDEESS:
IOCATf[0 FOR (nase of coePenY):
IDDRE$$r
//F4 -/! 77
InCAflOH to
rnd nulbar
Indlcrt€
llorth
n!E:::l=ttll tarrrE r5,: = r=:=1tr ll't3g-::=:=f !ltrllsEt:=i3:E=:Etllll:3i==
be sketched or dffcrlb.d in rpace below. Iodlcate-Fl{tt of rtake6
thereof , -t-r.
\
l
I
tfr,',rr
Il{F0RlAtllr !0-!0[lgllEfil IIATEI ofl 8ElfER sERvlcE UNLES$ rAgJf,Ig IIAYE gEEl{
FllD, T NDER PEI{ALff 0f PItr€.
Party rcqucstlnS locatq:
PartY locrtlng lor UEVCSo:
UgprErllcYalleyCon*olidatedSlnitatlonDi.tf!ct(UEYcsD)HiltrttCIDlto
locate utter and/or acser eervlcc tlnes ia I *tt"t of conven{snce only' UEVCOp
;;;;-;-;-;;Liiniii""ii" tocitionc dccitnated' nor rhall UEVCSD be hcld
reeDontlblc fo. *.ronio-is-io""tlonr snd the cone€gueDceo therrot'
Faln6rF.nNa lLr|f?r - a;iewdtaD xrrio w^tEr r tYqfi r'aft(' rY^tti ' t6avtt e'L'1 L3t'o werrr r ruil
^cl^t-r* iL: f
ot*
rA'ri . GA... va,. "r.io w^,*".,:::::IR; *::f;ilil*:*'f"1-!lf '^o" "^"*' rA,'?a'ro' ' "^''. @ d\
EE
Ut
ro {
/'L
-IE tt
N
Ul'
IF
ad
"1
@
rrl
n
T1
I
/l
t!l v
z
(J3
/A l$l ly :
z
=c
U)
rlt / ll
tU, ll
@s
ffl q{I
6l:vl S65I-tI-AUR 3N trN3"lu^za'd tg966r6 EEt
..J
YOUR LAND TITLE GUARANTEE COMPANY CONTACTS
May 08, L995
Buyer/Borrower:
RAD FOUR LIMITED LIABTLTTY COMPANY, A WYOMING
LIMITED LIABILITY COMPANY
Seller/owner:
Property Address:
ff you have any inguiries or require further assistance, please
contact one of the numbers l-istsed below:
For Closing Assistance: For Title Assist,ance:
KAREN HORTH
108 S. FRONTAGE RD W.
Phone: vAIL, CO 81658
Fax: Phone: 303 476-2251
Fax: 303 476-4534
Note: Once an original commitment has been issued, any subsequent
changes will be emphasized by underlining.
THANK YOU FOR YOI]R ORDER!
our order No.: vL1Ll-
-F
ALTA Commitnent - 1970 Rev.
0tD REPUBLIC NATI0NAL TITLI lI'ISURANCE C0MPANY, a Minnesou corpontion, herein called the C0mpany. f0r a
valuable consideraion, h€reby commirs to issue its policy or policies of title rnsunnce, as idenified in Schedule A in favor
of the proposed Insured named in Schedule A, as owner 0f mongagee of the estate or inlerest covered hercby in the land
descnbed or refened to in Schedule A, upon payment of the premiums and charges therefor; all subiect to the provisions of
Schedule A and I and to the Conditions and Stipulations hereof.
This Commitment shall bs elfeclive only when the identity ol the proposed Insurud and the amount of the policy or
policies commined for have been insened in Schedule A hercof by the Company, either at the time of the issuance of this
Commitment or bv subseouent end0rsemenl
This Commitment n preliminary to the rssuance 0f such poiicy 0r policres 0f tirle insurance and all liability and oblgations
hereunder shall cease and terminan six monlhs after the effective date hereof or when the oolicy or policies committed for
shall issue, whichever fi$t occurs, provided rhal the failurc t0 issue such policy or policies rs nol the fauh of $e Company.
CONDITIt)NS ANO STIPUI.ATIONS
1. The term "mo(gage", when used herein, shall include deed of rrust, Irust deed, 0r 0ther s€curity instrumenl.
2 lf the proposed Insured has or acquires actual knowledge of any defecl lien, encumbrance, adverse claim or other
maner affec ng the eslate 0r interest 0r mongage rhereon covered by this Commitment olher than lhose shown in Schedule B hereof, and shall fail r0 disclose such knowledge
t0 fe Cgmpany in wnting, rhe Company shall be reheved from liability lor any loss or damage resuhing from any act of re|ance hsreon lo lhe xlent the C0mpany rs preludiced
by faiiure ol rhe pfoposed Insur€d t0 s0 disclose such knowledge. lf lhe proposed Insured shall drsclose such knowedge to rhe Company, 0r if the Company otheruise acquires
actual knowledge of any such defect, lien, encumbrance, adverse claim 0r other mattef, the C0mpany at rts 0pli0n may amend Schedule B 0f this Commitment accordingly, but
such amendmenl shall not relieve the Company from liability previously incurred pursuant t0 garagraph 3 of these Conditrons and Stipulaions.
3. Liabiliry 0f the Company under this C0mmirment shall be only l0 lhe named proposed lnsured and such panies
included under rhe definition of Insured in the f0rm 0f policy or policies c0mmitted for and only for aclual loss incurred rn reliance hereon In undenaking in good faith {al to
comply with rhe requiremenls hereof or (bl ro eliminate exceptions shown in Schsdule B, or {cl t0 acquire or ceale th€ estate 0r interest or mongage fiereon c0vercd by fiis
Commitmenl. In n0 evenl shall such liabliity exceed the amount stated in Schedule A lor the policy 0r polcies committed for and such liabiliq is subject 10 lhe insunng
provisions and lhe C0ndilions and Stipula ons and the fxc]usions from Coverage of the form 0f policy 0r policies committed for in favor 0f the proposed Insured whici are
hereby incorporamd by reference and made a pan of lhis Commitment ercept as erptessly modified herein.
4. Any acion 0r actions or righrs 0f a€tion thal rhe proposed Insured may have or rnay bring against fie Company
ansing out of the stalus 0f fie lille l0 the estale 0r intersst or the status 0f the mongage thereon covered by this Commitment must be based on and are srbject to the
orovisions of lhis Commitment
STANt)ARD EXCEPTIONS
ln addition to the malters connrned in lhe C0ndii0ns and S oularions and fxclusions from Coveruoe above
referred ro. this Commrtmenl is also subiect l0 the f0llowino,
1. Bights or claims of panies in possession nor shown by the public rec0rds.
2. Easements, or claims of easemenls, not shown by the public records.
3. 0iscrepancies, conflins in boundary lines, shonage in arca, encroachments. and any facts which a cotnct
survey and inspeclion of the premises w0uld disDlose and which are not shown by the public records.
4. Any lien, or nght to a lien. for services, labor or material theretofore or hereafier furnished. imposed by law
and not shown by the public records.
5. Defecm, liens, encumbrances, adverse claims 0r other maltets, if any, created, flrst appeannq in the pub|c records
Commitment.
lN WITNESS WHERtOF, Old Republic National Tille lnsurance ComDanv has caused its corporale name and seal to
be hereunro affired by irs duly alrhorized offirers on the date shown in Schedule A, to be valid when counlersigned by a validating olficer or other authorized signatory.
OTD REPUEtIC
'IATIOTAI,
TITLE I]ISURAilCE COTPAITY
A Stoct Conpany
440 Second Avenue S0uth. Minneap1lis. Mnnes7Ia 55401
/612)3/1 tI
ifij
'? F'*-'-
Aurhoized Signatory
0BI torm 2582
8y
Se eary
1068-fi2 (e0e) xvl / 6868-r'rz (eoe)
t09t8 03 'uo|t3{rnf puEJe
NorrcNnr oNvu0
6806-ZrZ (eoe) xvl
0989-1tZ (eoe)
L0€18 OC 'o6uerno
ulet',| I Lzt
ocNvHno
06e0-z9z (eoe) xvr / e88 i-zgz (€0e)
98t08 0c 'uo !c
g atrns "]s uren 9e I
88Zt xo€ o'd
HCNVHS NOl'tlO
rr09-e9r (e0€) xvJ /9922-e9t (Eot)
tetoS oc'aopuu€lcor8
e6plu qUoN OOZ
oSzz xoa od
30(|laN3)tc3Hs
SIN]DV
rsgr-gzr (eoe) xvl / rgzz-gLv (E1e)
89918 0C '|P
/9e xog od
goa allns '/\ pu aoEluorj 's 80!llv
z t0 r- tt8 xvl / 006t-r?8
t0t08 oc la)ired
0t I alrns ' pu rauPd s !t80t
uSxuvd
t8l.t-9r6 (e081 xvi
o L9z-916 (eoe)
ao9t8 OC 's6uljds Poo,tlualg
zotz xog ot
z0t elrns "a^v opEroto3 1!8
SCNIHdS OOO/rItN3'rC
06 re-teg (6 tz) xvl
e t tt-969 lcerlo / Lz87te9 GrL)
e0608 oc 's6uuds opEroloc
0o t alns 'uolel s z0 t
s0NrHds oovuo'roc
err0-889 xvl / e9€9-889
t0t08 oc ')icou a[sec
xoclrM zt9
)|coH 3lLsvc
El6L-Zt' XV! I lot -nnv
z0€08 oc laptno€
o L |' €ltns ' p^t8 uo(uec aerz
u:lo'lnoa
z0r0-er8 xvl I reez'r69
1e208 oc 'ra uao
092 alrns 'alruraso s 009e
SI|lrfso
zt9L-08, xvJ I t9E6-12'
0e008 oc !€lsulurtsoM
00t €lrns 'ueuPH l016
HIHON
z9z0-r99 (eos) xvj / LEzo-199 ElE)
12008 OC 'allr^srno'l
1S tulor]c 11 068
f 1'rAslno'l
9962-90Z XVI / tl le-Z8Z
9t208 oc 'pooMaIE l
00e €lrns '6urtd!y 0t1
NOSH3Jlft
eer9-69€ xvJ / ea7t-ogt
lgz08 oc ja^uoo
0ot alns 'uapdurPH 3 lz88
N30dnvH
9Z9n- tL XVJ I 6e9r'tLl
t r to8 oc 'poo^ at6u3
e0t €ltns
uoerc slalppll s 00t9
N:ttH0 sc!l'looE
0t06-062 xvl / 9696-012
ttroE oc 'poo/ll1al6u3
00t €lrns 'IeM asnsPlls os Itog
ooomS'l0Nf
6992-9t1. XVI / g€et-t91.
t1008 oc '€lornv
90L olrns pu r€ued s 00ee
06e al!ns
etcjlc laaic fto M gu
)3fHC AUO
erzg-926 (eoe) xvl / 819 r-926 (soo)
I L9t8 OC uaosv
'6pt8 ezEld uadsv
zot alrns 'sullooH f eeg
N3dSV
99e t-€zt xvl / lrzo-ozt
20008 oc 'epP^JV
0oz alns 'pPou prsM 0tt9
vov uv
,198-0tL XYt t E6Z9-O'L
4 rcg oc 'pooualouf
09| a nS'PU €oqPde/V 3 OOIZ
aoHvdvHV
e091-zze xvl / 088 t-tze
ltzog oc 'ra^uao
0tt9 xo8 0u
90208 oc 'ra^uoo
009 alns ' a^v lsrl lse egoe :lcljjo f noH
?z€8-086 XVI / 0S98-886 ISVf
9e208 oc'poorlate-l
ISfr{tHInOS 0z 108 oc uololul-l
ANVdI IOC
fSINVHVN9 fIIII ONV'I
nesv-sLb (eoe) xvr I $za-gb Goe)
899r8 0C 'ilPn
/9e xog o'd
002 el!ns
'M peog eOeuorl 'S B0I
ANVdI^IOC 33INVHVno 3-lilr oN\n
:p aclllo eq q1noult penssl
aJnsul oI luorul!ruruoc
'oLD REp;rc NATroNAr, TrrLE rNsrrRArttuE coMpANy
AIJTA COMMTTMENT
SCHEDULE A
Our Order # V1-111
For Information Onlv
- Charges -
ALrA owne'-nlti3{ol - -
****WITH YOUR REMITTANCE PLEASE REFER TO OT]R ORDER NO. V1111****
1. Effective Dat,e: May 09, L995 at 5:00 P.M.
2. Policy Eo be issued, and proposed Insured:
lfALTAtt Owner's Policv LO-I7-92
Proposed Insured:
RAD FOUR LIMITED LIABILITY COMPANY. A WYOMING LTMITED LIABII.,,ITY
COMPANY
3. The estate or interest in the land described or referred to in
this Commitment and covered herein is:
A Fee Simple
4- Title to the estate or interest covered herein is at uhe
effective date hereof vested in:
RAD FOUR LIMITED LIABILITY COMPANY, A WYOMING LIMITED LIABILITY
COMPANY
5. The land referred to in this Commitment is described as
follows:
LOT 7, FINAL PLAT OF FOREST GI-,EN, ACCORDING TO THE PLAT
RECORDED AUGUST 1-9, 1992 rN BOOK 587 AT PAGE 375, COIINTY OF
EAGLE, STATE OF COLORADO,
PAGE 1
.Ar_,rJ"oMMr
SCHEDUI.,,E B
(Requirement
following are the requirements to
Pavment to or for the accounE. of the fulI consideration for the est
insured.
Proper inst.rument (s) creating the
insured must, be executed and dulv
THIS COMMITMENT IS FOR INFORMATION
PURSUANT HERETO.
The
1.
2.
THE COTINTY
ADDRESSES
CLERK AND RECORDERS
ON DOCUMENTS SENT FOR
PAGE
TM
1
)
ENT
our order # v]-l-l-L
e complied with:
e grantors or mortgagors of te or interest to be
state or interest Lo be iled for record, to-wit:
ONLY, AND NO POLICY WILL BE ]SSUED
FFTCE REQUIRES RETURN
RECORDING!!
A L T ^aa o M M r r M E N T
SCHEDUITE 8.2
(Exceptions) Our Order # v1111
The policy or policies to be following unless the same are the Company:
issued will contain excepEions Eo the to the satisfaction of disposed of
1. St,andard Exceptions 1 E.hrough 5 printed on the cover sheet .
6. Taxes and assessments not yet due dr payable and special
assessments not yeE certified to the Treasurer's office.
'7. Any unpaid taxes or assessments against said land.
8. Liens for unpaid water and sewer ctrarges, if any.
9. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AIITHORITY OF THE
UNITED STATES AS RESERVED IN UNITED STATES PATE}frT RECORDED NoveMbeT 17,
L902, IN BOOK 48 AT PAGE 492.
]-0. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE
THEREFROM SHOUI.,,D THE SAME BE FOI'ND TO PENETRATE OR INTERSECT THE PREMISES
AS RESERVED IN IJNITED STATES PATENT RECORDED NoveTrlbEr ]-7, T902, IN BOOK 48
AT PAGE 492.
],]-. EASEMENT AS GRANTED TO UPPER EAGLE VALLEY SANITATION DISTRICT IN INSTRIJMENT
RECORDED JIJNE 13 , 1,973 IN BOOK 229 AT PAGE 550 AND 551-.
12. EASEMENT AND RIGHT OF WAY FOR GORE CREEK AS IT AFFECTS SI'BJECT PROPERW.
L3. PEDESTRTAN AlrD EQUESTRIAN EASEMEMT 15 FEET rN WrDTH ALONG THE SOUTHEAST
BANK OF GORE CREEK AS RESERVED IN DEED RECORDED APRIL 3, 1968 IN BOOK 212
AT PAGE 537.
14. EASEMEIiT AND RIGHT OF V{AY 20 FEET [N WIDTH ALONG THE NORTHERLY SIDE OF
SUBJECT PROPERTY AS RESERVED IN DEED RECORDED FEBRUARY 26, T965 IN BOOK 188
AT PAGE ]-1-3 FOR USE OF PEDESTRIANS AND EQUESTRIANS AND PERSONS USING MAIN
GORE CREEK FOR FISHING PURPOSES. ]
].5. RESERVATION OF A TEN PERCEN:T NON-PARTICIPATING ROYALTY AS RESERVED IN DEED
RECORDED NOVEMBER 2, ].962 IN BOOK J.66 AT PAGE 407.
16. EASEMEMTS, RESERVATIONS AND RESTRICTIONS AS SHOWN OR RESERVED ON THE FINAL
PLAT OF FOREST GI,EN RECORDED AUGUSIT 19 , t992 IN BOOK 587 AT PAGE 375.
].7. TERMS, CONDTTTONS AND PROVTSTONS OF'DECLARATTON OF COVENAI\TTS, CONDTT]ONS.
RESTRICTIONS AND EASEMENTS OF FOREST GLEN RECORDED AuguSL 1-9, L992 IN BOOK
587 AT PAGE 377 AND FIRST AMENDMEN1I THERETO RECORDED NOVEMBER 18, 1992 IN
PAGE
BOOK 594 AT PAGE 534.
'A L T ^4. o M M r r M E N T
PAGE 4
SCHEDULE B-2
(Exceptions) Our Order # V1L1l-
1.8. TERMS, CONDITIONS AND PROVISIONS OX' TRENCH, CONDUIT AND VAULT AGREEMEII|
RECORDED Aug:ust 18, 1992 IN BOOK 5E7 AT PAGE 345.
].9. I]NDERGROI]ND RIGHT OF WAY EASEME}ilT AS GRANTED TO HOLY CROSS ELECTRIC
ASSOCTATTON, rNC. rN TNSTRIIMENT RECORDED AUGUST r-3, 1992 rN BOOK 586 AT
PAGE 923.
20. AVALANCH RI'N-OUT AND BUILDING SETBACK LINE AFFECTING SI]BJECT PROPERTY AS
SHOWN ON THE PLAT RECORDED AUGUST 19 , T992 IN BOOK 587 AT PAGE 376.
L'A N D r O" "
-' '1 '^GUARANTEEVCOMPANY
DISCLOSURE STATEME}flT
Required by Senate Bill 91-l-4
A) The subject real propert.y may be located in a special taxing
district. .
B) A Certificate of Taxes Due listing each taxi-ng jurisdiction
may be obEained from t,he County Treasurer or the County
Treasurer' s authorized agent .
C) The informaEion regarding special districts and the boundaries
of such dj-stricts may be obtained from the Board of Countsy
Commissioners, the County Clerk and Recorder, or the CounEy
Assessor.
Reguired by Senate Bill 92-143
A) A Certificate of Taxes Due tisting each taxing jurisdiction
shall be obtained from the County Treasurer or the County
Treasurer' s authorized agenE,.