HomeMy WebLinkAbout4301 Garland Street
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
Job Located at
130 I
G<7,)~)
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
-'.) cd! (J:7unfer c>J..}rt", .f.., ?l {;F("~ (';';)j-JJc;.;
I r . ,
f....... JC-l .f:'I:!0......,
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for Inspection.
DO NOT REMOVE
Inspector for Building Dept.
Date 5;
FORM WR6-22
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
Job Located at ~/.zc:> I Gc;v/ evrJ
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
~) Sl-71e5
/664Hon.r
~j.,ol #;a.> ....."j 11 ./
/
C)P r->/n-.h,-c J
MY'17 - jJtJJ
~ dr>'lO;-r-, N c tf?eP /".:161">7
~ 1
c;// ~~ d;X€rJ,
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
DO NOT REMOVE
Inspector for Building Dept.
Date
3
FORM WR6.22
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
Job Located at
/Bu/
Qa//~
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
~!;c;Le", h%11, ~~;~'!^,' lie
,d- }eQ-S f- /8,.... uhes
{lr/e
l
;2.0'-/1 h
ekJ.
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
2.."
or lor Building Dept.
DO NOT REMOV
FORM WR6-22
BUILDING DEPARTMENT
Job Located at
(303) 235-2855
CITY OF ~~T RIDGE ~ 1\ S;~~
Correction Notice '" Il1l
12.~<< I
~f - f)iS
~-
y~o/
Ocu- ( t?tIJ-, /
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
{) ~ 0 /dt" /YU I ft. t ""j- fY-on f oL..- Ii"" door 0,..,
~/-/vr f/l-'c.J1
2) :ftr-<<-f do/It!- ~r r/~/an-, i" a.H/ v <&,bove
J /t-I/YlUi 1#/ Z - 2'11' :>jrc<f'~
s ('p,-,'?I,.j~_ f'Juh,'r 0.-< <<-f- ~'fchn ~7-, Ie. "'-Ct'ilir
'7) q:nf>~..Jl hI~..uIN-.d JrnolCL deiedo'--:> t'r ~CH,)/'
/
hcdre<:>"" ~ hv!v/P,,1t
~) ~7Me- drye,--uty?+ !
/ (
~) &'XJvh. c:V!h" eJvatt'i co) of- fro .,,'cb GFc[
<1U j I-- t'" 0.. J-h' c.. c;)-- frr /} uc>------
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
2/rl! 01 Uf-
. . In or lor Building DepL
DO NOT REMOVE THIS AG
FORM WR6-22
,-.
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Building Permit Number: 11689
Date: 1/15/2001
Property Owner:
Property Address: 4301 GARLAND
Contractor License No. : 4029
Company:
Phone: 30329446871
Phone:
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Total:
$1,700.00
$60.10
$0.00
$25.50
$85.60
I hereby certify that the setback distances proposed by this perm~ application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance w~h the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTOR) SIG~5~h"" .~ DATE /-/C-.:z.ao /
Use:
Construction Value:
Permit Fee:
Plan Review Fee:
Use Tax:
Description :
WIRE HOME PANEL EXISTS 125 AMP
BUILDING DEPARTMENT USE ONLY
SIC:
Sq. Ft.:
Approval:
Zoning:
Approval:
Approval:
Occupancy:
Walls:
Roof:
Stories:
Residential Units :
Electrical License No : 2599
Company:
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date:
Approval :
Expiration Date :
Approval :
Expiration Date:
Approval:
(4)
(5)
(6)
This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Bulldjng Code of Wheat Ridge, Colorado or any other applicable ordinances of the City.
This permIt shall expire if (A) the work authorized is not commenced within sixty (50) days from Issue date or (8) the building authorized is suspended or
abandoned for a period of 120 days.
If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (i) year, full fees shall be paid for a new permit.
No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceediing with successive phases ot the/'ob,
The Issuance of a pe it or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions
of the building cod 0 ny her inance, law, rule or regulation.
(1)
(2)
(3)
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
~\ON
Property Owner: e.'?1 d ~I ~ -?74 .' H
Property Address: 1../;5 (> /A A- R 1A-v1d.
Contractor License No.: ~ tP;2.. <(
Company: 1-1./7 1'750 'T7 c= /-e
OWNERiCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Building Permit Number:
/-/S--;k>&/
Date:
]c;3 .
Phone: ;). 9 "/ - 6
~?/
3<' '3
Phone: 9 '7/-1'7 ::J.'i'
Construction Value:
1'10(j/~<'
I hereby certify that the setback distances proposed by this permit application are a~curate.
and do not violate applicable Ordinances. rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown. and allegations
made are accurate; that I have read and agree to abide by all conditions ponted on this
application. and that I assume full responsibility for compliance with the Wheat Ri~ge Suil.ding
Code (U.8.C.) and all other applicable Wheat Ridge ordinances, for work under thIS permit.
(OWNER)(CONTRACTOR)SIGNED i ',;,-.l~ DATE /-/;--:JuLI Use:
.. ..A//);r~- )h'70-e...-- r/l-77-4?1 e.xJ's/,,-/;2S-A"7->>'?'
DeSCrlpl10n :
Permit Fee:
Use Tax:
Total:
\\)
';\-
~
Approval:
e.!lbllCQ.Vo~9"'lImlI:~
Approva' :
Occupancy': Walls:
Electrical License No: gL!J9 '1
Company: .f.I ~S>t!l-?-7 (;/--p .
Roof:
co
. A Sq.
RECEWf:1J
,.//J,,' ..'
I / ."..,~..
BUILDING DEPARTMENT USE ONLY
. 'JLtJ~. 8'!.l"J"UI~
Approvai :
Zoning:
: rLlG.l.Q!~ 13~!JJ..'1.(.LlL.'-:::
Stories:
n'liaf Units:'
Plumbing License No :
Company:
Mechanical License No :
Company:
Expiration Date t) -'() '6 -d (J l' )
Approval:
Expiration Date:
Approval:
Expiration Date:
Approval:
(1) ,This j:lerrrUt was iSSUed in ac:oraance with the I2RMsiOns set forth in yopur IPj:lllcatfon and is SUbject to the laws ot the State of Colorado and to the Zoning
RelJulatlons and Building Code of'M'leat Ridge. Colorado or any other alJpllcable ordinances of. tne City.
(2) ThIS j:lermit shall e.xl'ire If (A) tI'te wane IUttlOtiZed is not commenced wrthlM sixty (60) days from Issue date or (8) the building autl'lorized is suspended or
abandOned_ for a ,penod of 120 days.
(J) If this j:lemut axprres. a ,new j:lemit may be acquired for a fee at one-hal' the amount nonnally required. provided no Changes have been or will be made in tI'le
anginal plans and specdlcations and any SUSQension or abandonment has not exceeded one (1) year. If Changes are made or if suspensIon or abandonment
exceeds one (1) year, !till fees shal! be paid for a new permit
(4) No work at any manner shall ,be dOne !hat wia Change the naturat l!cw of water causing a drainage problem.
(5) Contractor sn~1I notify trl~ BUilding InspedOt twentt..four (24) hours in adVance for all inspections and shall receive written approval on inspection card before
prnceedDng _ SUCOISONe ",.... of.,. joO. .
(S) The issuance of a j:le 'or the ~ of drawings and Speciftcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions
of trle building any other lnance, law, rule or regulation.
Chief Buil
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Building Permit Number:
11524
Date: 11/22/2000
Property Owner:
Property Address: 4301 GARLAND STREET
Contractor License No. :
Company:
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Phone: 424-7049
Phone:
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown. and allegations
made are accurate; that I have read and 89ree to abide by all conditions printed on this
application, and that I assume full responsl . ity for mphance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable t Rid ordi ance for w nder th~:~t.1/)
(OWNER)(CONTRACTOR) SIGNED DATE~
Total:
$40,000.00
$543.25
$0.00
$1,000.00
$1,543.25
Construction Value:
Permit Fee:
Plan Review Fee:
Use Tax:
Use:
Description:
INTERIOR ALTERATION AND ADDITION
BUILDING DEPARTMENT USE ONLY
SIC:
Sq. Ft.:
Approval:
Zoning:
OKAY
Approval:
Occupancy:
Walls:
Roof:
Stories :
Residential Units:
Electrical License No :
Company:
Plumbing License No :
Company:
Mechanical License No : 19775
Company: Jack Micek Heating &
Cooling
Expiration Date: 11/21/2001
Approval: oklks
Expiration Date :
Approval:
Expiration Date:
Approval:
(4)
(5)
(6)
This permit was issued in accordance with the provisions set forth in yopur application and is subject to the taws of the State of Colorado and to the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City.
This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or
abandoned for a period of 120 days.
If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
Contractor shall notify the Building Inspector twenty~four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceediin with successive phases of the job. .
The iss' ~f a e . r the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions
o Id., yother ordinance, law, rule or regulation.
,
(1)
(2)
(3)
pector
Oct~24-00 10:36A DEVREVFAX
303 235 2857
P.02
DEPARTMENT OF PLANNING AND DEVELOPMENT Buil:I:1g Per.~:: ~'~~:e-
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH A VENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
\0
ProoeI1'l Owner 1J/I/lf# L . $ /1.:rTH
: /f3C)/ 6/lj2./-A-/UV STI
152'f'
Da:e
Prcperry Address
Contractor License No. .
Pncne
~s-/jr71- ?of ~
Company:
Phone.
,00
Construction Value:
Permit Fee'
Use Tax.
DescrIptIon
ZimIljIil.-",Ol1lm.nll1
Approval:
Zoning:
BUllall1!l1~lJIm.n~
Approval:
p'~Onurr""~!I1m~!:I~:j
Approval :
Occupancy: Walls:
SIC:
^ &111
'}Zy,,, "~.
o ''''i'lt_
C>-,." ,(.,
I ~l . I ....0'.>
.. /'~
'~?::'"
."?'
Root:
Slorie! :
Residential 'ug1tlJ--...~/~' '. /'
, "
Electrical License No : .
Company: fJ1ellfan54-> Ii
(fI) 271 - I'? 28 (f') Z.3'f- 302&
Expiration Date:
Approval:
Plumbing License No :
Company:
Mechanical License No: JUul::.
Company: .:JY7,ce Ie ikc.rey--
Expiration b~t~ ~ 8 51if I
Approval:
Expiration Date :
Approval:
(I)
(2)
I')
.
l'ht. pemut wu i....., in ec::can:aanc. wiI'I ... prcMaiana lei fonh in 'fDPUI' appMcItion end is lublf :t to It\a 1_. of tne Slate 01 Co&ofadO and Ie lh. lOftIng
Rev"'*llIons and BUddinG COda d'M...1 "Idge, Cakndo or InY 0""" -'iCatMt ORI~s of th City" .
ThiS"""" 11'\1" ~,.it~A) NWCM'k .utftonz~.. nocCCIfTI:NncadwitJ'lWl IlIIV (60) Clays fn:Im III II Clate or 18) the bUlldlnlil autnon.led 'I sus~deG or
100nclon.d tor . penod 01120 ...
If ttn. pemwc UJINa, . new pemIl n-v t.1ICQt.itecl for I'" or on.-I\alf the .mount normaMy rllqu '1tCI. pRNiCMd no cN"Ves N.v. bMn 01 will tte mad. lI'l '!he
CftVJ~ "'Ins.nd,.c 'fto.-~" Md wrf IUI~ orlDl.ndonrNnthU not II'meded ClftII (1) VI Ir. l'ehlnQe..,. made 011' IUlpenllOn or abandonment
exceMla one (') y.ar, M,... ""'IJlI.-uI fDrl".., penm.
No wort!. of My lNOnW ...... DII ... 1M. will ~ Ifte N1....... ftcNr 01..,., c:alaing . *-i~. JtOtMem.
ConlftClOr ~ notify .,. ........I~~..fOur (24) hOln In advance for ai' iMpKIiona lid sh.u NCaiVII wriften ap~a1 on inlpCdjon card _fin
~-__o/..._.
Th. luu.anc. oIa oermat or"'lIPIM'Q'VIJI ttf ....ncI. lnet .pegftc::nons Jt\aJI not be con.8'UftI ta It I permit for. nor In IPClfV'II' or, .ny vlol.llon 01"'" prawiSlOnI
Of thtI bu~tng COCIe oralnane:.. .... NIe or regUilIIOn.
14'
I')
(5)
CITY OF WHEAT RIDGE BUILDING DIVISION
Code Correction List
October 31 , 2000
Owner:
Smith
II (If
,
Builder:
????
Address:
4301 Garland Street
Description:
SFD Remodel
/11. Provide a copy of the warranty deed that has been filed with the county.
\\~.
2. Show window sizes and types, ie casement, double hung, etc
3. Show door sizes.
Provide an electrical plan, showing switch, light fixture and outlet locations.
5. Provide a GFCI outlet and switched light at the front and rear doors.
6. Provide a 36"x 36" landing at new rear door.
7. Show smoke detectors, one in each bedroom and one outside of bedrooms.
Please make these additions or corrections to the submittal and resubmit for review, if
you have any questions or comments please feel free to contact me at 235-2853.
Sincerely,
{)
Darin Morgan
Codes Administrator
Jefferson Gounty Assessor's Department
http://buffy.cojefferson.co.us/cgi-bin/mislats/test3 .cgi?04 3469
Todays date:11117!2000
JEFFERSON COUNTY ASSESSOR
PROPERTY DETAIL
[Schedule Number:043469lParcel ID:39-222-14-007 . ~ctive:Active .IProperty Type:Residential
IOwner Name: ISMITH CYNTHIA L
IP;opertYAddress:04301 GARLAND ST ,WHEAr-~IMailing Address:SAME ADDRESS AS
!RIDGE ,CO 80033 IPROPERTY
Legal Description
iSubdivision NamdHAPPY VALLEY GARDENS
iBlock ILot IKeyISection
)<<
)
The forc~oing instrumenl \Va" ~cknowledged hdole me this 4th davof Apl."il
Richard W. Peal."son as attor~ey in fact for Jos~ph Rex Peal."son
2000hy
MyCommi<<i<lnexpire,' October 12, 2000
Wi\J'c"myhJnd.ndofficial~eal
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30-0-0
High Plateau Truss, Inc.
15595 Arapahoe Drive Nome CINDY SMITH
Golden. Colorado 80403 Address:
Description:
Job:
Telephone: (303)278-9744
Fox: (303)278- 3928 Telephone:
0- SMITH 1
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Scale: 1 : 120
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!Job'
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: O-SMITHl
Truss Type
Truss
ENVIR
ATTEND
ATTIC
High Plateau Truss. Inc.. Golden. CO 80403
4.0-32 S Jun 91998 MiTek Industries, Inc. Tue Nov 14 10:43:262000 Page 1
r2-o-.
. I
12-0-0
19-10-4
S 15-2-8 1184-9
-9-1 2-10-112-1(}"'1~
i~
2-0-0
10-6-12
10-6-12
30-5-0
10-6-12
2x4ii
5,6
2>4
2x411
2x411
I
~
t
iJl1
0,
10
2x4'
122x411 2x411
1t4 2x411
5 . 4 .J!: '6
sir' 17
9
11
2x411
2x4i: 67
4 T~:::::::C: s 5 Sl 6 I 5 6
~"S~3 S 4 S,
.~ -iT JI
r:-:~"_"':.:/Li7ZiZ-z;L
~~ ~ ~ 31 ~ ~ ~ v ~
1.5x411 1.5x411 1.5x41i 1.5x4 II
1.5x411 1.5x411 1.5x411 1.5x411
2524 23 22
20
:.------. _1_~_ 1sa
-C:::lo,
3x4=
21
3x4= 1.5x41i
1.5x411
1.5x411
1.5x411
1.5x411
1Q-6-12
10-6-12
19-10-4
&-3-8
30.5-0
10-6-12
LOADING (psI)
TCLL 30.0
TCDL 8.0
I BCLL 0.0
BCDL 7.0
: LUMBER
I TOP CHORD 2 X 6 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E
OTHERS 2 X 4 WW Stud
LBR SCAB 7-9 2 X 6 SPF X 1650F 1.5E one side
11-13 2X 6 SPF X 1650F 1.5E one side
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code UBCIICBO
CSI
TC 0.13
BC 0.06
WB 0.11
(Matrix)
DEFL (in) (lac) Vdefl PLATES GRIP
Vert(LL) nla nJa M20 128/94
Vert(TL) 0.03 1-2 >932
Harz(TL} 0.00 nla
1st LC LL Min IIdefl; 240 Weight: 152 Ib
BRACING
TOP CHORD
BOT CHORD
Sheathed or 6-0-0 on center purlin spacing.
Rigid ceiling directly applied or 6-0-0 on center bracing.
REACTIONS (Ib/size) 2;365/30-5-0,24;7130-5-0,18;365/30-5-0. 27;158130-5-0. 28;177130-5-0. 29;182/30-5-0. 30;179/30-5-0, 31;180130-5-0,
32;185/30-5-0.33;172130-5-0,26;178/30-5-0, 25;177/30-5-0. 23;176130-5-0. 22;181/30-5-0, 21;185/30-5-0.
20=172/30-5-0
Max Horz2=225(load case 3}, 18=-225(laad case 4)
Max Uplift2=-265(load case 3). 18=-265(laad case 4), 27=-2(laad case 4), 28;-73(load case 3). 29=-96(load case 3), 30~93(laad case
3). 31~87(laad case 3), 32=-121 (load case 3), 33~22(laad case 3). 26;-72(load case 4), 25=-100(load case 4), 23;-95(laad
case 4). 22~86(laad case 4). 21;-121(laad case 4), 20~22(load case 4)
Max Grav24=17(load case 2}, 18=365(load case 1). 27=158(load case 1}, 28=177(load case 1), 29=182(load case 1). 30=179(load
case 1}, 31=180(load case 1), 32=185(load case 1). 33=172(load case 1). 26=178(load case 1), 25=177(laad case 1).
23=176(load case 1), 22=181(laad case 1), 21;185(load case 1), 20=172(load case 1}
FORCES (Ib) - First Load Case Only
I TOP CHORD 1-2"'45,2-3=-98,3-4=-63.4-5=-64,5-6=-64. 6-7=-63, 7-8~38. 8-9=-64. 9-10=-63, 10-11=-63,
11-12=-64.12-13=-38,13-14=-63,14-15=-64.15-16=-64, 16-17=-63. 17-18~98, 18-19"'45
: BOT CHORD 2-33=0,32-33=0.31-32=0,30-31;0,29-30=0, 28-29=0, 27-28=0, 26-27=0, 25-26=0, 24-25=-0
,23-24=0,22-23=0,21-22;0,20-21=0, 18-20=0
WEBS 10-27~130. 9-28~149, 8-29;-154. 6-30=-151, 5-31~152, 4-32=-155, 3-33~148, 11-26=-149.
12-25=-154, 14-23~150. 15-22~153, 16-21=-155, 17-20~148
NOTES
11} All plates are M20 plates unless othefWise indicated.
2) Gable requires continuous bottom chord bearing.
. 3} Gable studs spaced at 2-0-0 on center.
I 4) For studs exposed to wind. see MiTek "Standard Gable End Detail"
1 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
I per Table No. 16-B, UBC-94.
[6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 265 Ib uplift at
joint 2. 265 Ib uplift at joint 18. 2 Ib uplift at joint 27. 73 Ib uplift at joint 28. 96 Ib uplift at joint 29, 93 Ib uplift
at joint 30. 87 Ib uplift at joint 31, 121 Ib uplift at joint 32, 22 Ib uplift at joint 33, 72 Ib uplift at joint 26. 100 Ib
uplift at joint 25,95 Ib uplift at joint 23, 861b uplift at joint 22. 1211b uplift at joint 21 and 221b uplift at joint
20.
I 7) This truss has been designed for both UBC-94 and ANSlrrP11-1995 plating criteria.
I Continued on page 2
- -
'Job ' Truss . Truss Type Qly Ply ENVlR
i 0-SMITH1 - .
.-
ATTIC ATTIC 6 1
1 High Plateau Truss, Inc., Golden, CO 80403
4.0-32 s Jun 91998 MiTek Industries, Inc. Tue Nov 14 10.43.34 2000 Page 1 :
1-2-0-0: 5-10-1 10-6-12 ~1'5-2.a117-7-o~ 2~15 30-5-0 ~
2..Q..O I 5-10-1 4-8-11 2-3-4 2-4-8 I 2-4-8 2--3-4 4-8-11 5--10-1 2-0-0
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3x8= 8x8=
5-10-1 10-6-12 19-1Q.-.4 24-6-15 30-5-0
5-10-1 4-8-11 9-3-8 4-8-11 5-10-1
Plate Offsets X. 2:0-3-5,ed e, 5:0-2-4.ed e 11:0-2-4,ed e 14:0-3-5.ed e, 16:0-3-8,ed e, 17:0-3-80-1-8
LOAOING (psI) SPACING 2-0-0 CSI DEFL (in) (Ioc) Vdefl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.63 Verl(LL) -0.58 16-17 >620 M20 128/94
TCDL 8.0 Lumber Increase 1.15 BC 0.93 Verl(Tl) -0.80 16-17 >453
BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(Tl) 0.12 14 nla
I BCDL 7.0 Code UBCIICBO (Matrix) 1st LC LL Min I/deft = 240 Weight: 160 Ib
LUMBER
TOP CHORO 2 X 6 SPF 1650F 1.5E
BOT CHORD 2 X6 SPF 1650F 1.5E
WEBS 2 X 4 WW Stud 'Except'
W12X4SPFNo.2
LBR SCAB 4-72 X 6 SPF X 1650F 1.5E one side
I 9-122 X 6 SPF X 1650F 1.5E one side
I REACTIONS (Ib/size) 2=2007/0-3-8, 14=2007/0-3-8
Max Horz2~26(load case 4)
Max Uplift2~719(load case 3), 14~719(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=50,2-3=-4669,3-4=-3992, 4-5=-3876, 5-6~3553, 6-7=192, 7-8=251, 8-9=251, 9-10=192, 10-11=-3552, 11-12~3877,
12-13=-3992, 13-14=~9, 14-15=50
BOT CHORD 2-17=4303.16-17=3639.14-16=4302
I WEBS 6-18~3963, 10-18=-3963, 5-17=922,11-16=923, 3-17~715,13-16~715, 8-18=266
I NOTES
1) This truss has been designed lor the wind loads generated by 100 mph winds at 25 ft above ground level,
using 5.0 psI top chord dead load and 5.0 psI bottom chord dead load, 100 mi from hurricane oceanline, on
an occupancy category I, condition I enclosed building, 01 dimensions 45 ft by 24 ft with exposure C ASCE
7-93 per UBCIICBO II end verticals or cantilevers exist. they are exposed to wind. II porches exist, they are
not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) All plates are M20 plates unless otherwise indicated.
3) This truss has been designed lor a 10.0 psI bottom chord live load nonconcurrent with any other live loads
per Table No. 16-B, UBC-94.
4) Ceiling dead load (2.5 psI) on member(s). 5-6, 10-11. 6-18, 10-18
I 5) Bottom chord live load (40.0 psI) and additional bottom chord dead load (10.0 psI) applied only to room.
16-17
6) Provide mechanical connection (by others) 01 truss to bearing plate capable 01 withstanding 719 Ib uplift at
joint 2 and 7191b uplift at joint 14.
7) This truss has been designed lor both UBC-94 and ANSlrrP11-1995 plating criteria.
BRACING
TOP CHORD
BOT CHORD
WEBS
Sheathed or 3-4-13 on center pUrlin spacing.
Rigid ceiling directly applied or 8-7-14 on center bracing.
1 Row at midpt 6-10
LOAD CASE(S) Standard
MILGARD WINDOWS
3a3 371 67e4
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*********************
*** TI REPORT ***
*********************
TRANSMI 55 ION OK
TI/RI NO
CONNECTION TEL
CONNECTION ID
ST. TIME
USAGE T
PGS. SENT
RESULT
2250
919072351803
11/13 18:06
00'31
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WARRANTY DEED
THIS DEED, Matle lhi, 4th Jay ('If
helWeel\ Joseph Rex Pearson
April
.2000,
oflhe County of Jefferson
gr~nlor, ~nd Cynthia L. Smi th
JndSlateof colorado
wllmclegala<.ldre.,.,is 4301 Garland Street, Wheat Ridge, Colorado 80033
oflllcCounty of Jefferson J.l1JSlateof Colorado ,grantee
WITNF..sSETH.l1,"t lhe granlor. for and in con.,ider~ti"n "f the sum of NINETY EIGHT THOUSAND FIVE
HUNDRED AND NO/IoO------------------------- -~---------~~---------------~----
n___nn____ n___n____n_n~n~nnu_nnn_nDOLLARS.($98,500 00 J,
U,e receipt ~l1d .\Ufficiency of which is herchy acknowledged, Ilas granted. b"fgained, ,old and conveyed. and by the,e present.>
doe, grant, hargain,sen, convey and confirm, unto Ihe grantee, hi, heirs and ","ig'" forever. ajJ lhe real property logetherwilh
improvemel1ts, if ~ny, ,ituate, lying and being in tbe County of Jefferson ,and Stale of Colorado,
dc,cribed,s follow,'
North half of Tract Thirteen,
Happy Valley Gardens,
County of Jefeerson, State of Colorado
al.,oknown by stredaJ\d number ".' 4301 Garland, Wheatridge, CO 80033
TOGETHER with all and ,iogular lhe hereditaments and appurtenances thereunto belonging, or in anywise appertaining, and
the reversion and reve"ion~,remainderand remainders,ren~, issues and profit.' thereot and alllheestale, right. title, interest.
claim and demand wbatwever of tl,c grantor, eilher io law or equily, of, in and tn the above bargained Fremi.,." with lhe
hereditaments andappurtenance~.
TO HAVE AND TO HOLl) the ,aid premis., a~"ve bargail1ed and de~cTibed. wilh lhe arpurtcn'''~~,. "nto the grantee, hi.,
heirs and "-,,igns forevcr. Al1d the ~r'''tor. for himself, I,is ileirn and pc"o".l representalive', doe, coveno"l, gf"nl. ~ar~"i" and
"grec lu a"cI Wilh lile g';lolcc, hi, heirs ,,,d a"ign', Ihol at Ih~ time of the ens~.dil1g and cle!ivery or the<e pre'ellls, 11" i., weil
'ei,,,d of Ihe premises ,bove Cl'llveyed, has ~ood, .'Ure. perfe~t, absolute and inJefe.,.,ibJc ""'t,te of jnllCrilaJ\~e. in law, i"
fee .'impl~. and has go,'J rj~ht. fHn P<,WC[ "tld [awf,,1 anthority to gr"ot, barg'il1, .ell "nd ~Qnv"y lhe game III m'lllller "tld f(lrm
"' aforesaid. alld lhal the ,;une are flee and dear frotH all former alld other grant" hargain<, ,"Ie" liell.'. Ines, as.<e<<menl.'
cl1cumbran~e" and re.,!ri~liu'" "f ",halHer kitld '" n"lure "'ever. except fo. tax"", f<l' the current ~'e3r," liCll hut nnt.l'"l dne Olr
pay"hlc.e".elllcllt"rcxtricti'-'n"rc^,n"tion,.eoVCl\llll~."ndrl~hl,.o[-w"yofrce"rd.if"ny.
Tlleg!""t,,, .,I>all and will WARRANT AND FOREVER DEFEND lhe ab,,"c-l>arg,inL'<.J premi'e, in the'l"ietal1ll pe"c"ank I"'"'c< I
';0""1' the gr'nlce. hi< hcir" .",1 ""'igtl., "S3i",t ,n anti every rer,,,nor peT'''''.' lawfully cI~im;ng U,C wholcor ony pall Ihereclf I,
Tile ,ingolar numbersl1all include the plural, lhepiuralthesi"gular, and the use of any gender.<halll>e 'rrli~"hlc lO a[1 gender' 'I
IN WITNESS WHEREOF. the grantor Ilas execuled thi, deed on the d"te .et forth ahove
Joseph Rex Pearson
By:
Richard W. Pearson, Attorney~in-fact
STATE OF COLORADO
COUNTY OF JEFFERSON
)
)"s
)
111e foregoing instrumenl w"" ,,~kn(lw1cdged before me this 4th lbyof Apri 1
Richa~d W. PBdrson as dtto~ney in fact for Joseph Rex Pearson
2000 by
My COl1uni"ionexpire< October 12, 2000
WilneS<myh"llJandoffi~ial'eal
APPROVED
Subject to Field Inspections
Wheat Ridge Building Dept.
Date..ld!?J~
Signed..~.....Plan Checker
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GEOl
30-0-0
High Plateau Truss, Inc.
15595 Arapahoe Drive Name: CINDY SMITH
Golden, Colorado 80403 Address:
Description:
Job:
O-SMITH1
Telephone: (303)278-9744
Fox: (303)278- 3928 Telephone:
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'ATTEND
ATTIC
i
4.0-32 s Jun 91998 MiTek Industries, Inc. Tue Nov 14 10:43:26 2000 Page 1
Hi9h Plateau Truss. Inc.. Golden. CO 80403
2-D-
i2_0_a
~2.5-q
12-0.0
10..&-12
10-6-12
3D-5-0
10-6-12
2x411
5x6
2x4
2x411
I
t
IJjl
6
4.30 IT2
2x411
2x411
2x4;: 67
4 ~T~;;:::::i 4
3 ~'~S'3
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r'7;-::. '." .;d-LUz..?ZQ7.:1'
3x4:::.: 33 32 31 30 29 28 27 26 2524 23 22 21 20
1.5x411 1.5x411 1.5x411 1.5x4 II 3x4::::: 1.5x411 1.5x411
1.5x411 1.5x411 1.5x4 II 1.5x411 1.Sx411 1.5x411
1.5x411
18 ~
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---CJ6
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10
2x4 t
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1f4 2x411
A:iI 18
4 s~:r--, 17~~_
2x.41,
9 --
11
10-6-12
10-6-12
19-10-4
9-H
30-5-0
lQ..6..12
LOADING (psI) SPACING 2-0-0 CSI DEFL (in) (Ioc) Vdefl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.13 Vert(LL) nla nJa M20 128/94
TCDL 8.0 lumber Increase 1.15 BC 0.06 Vert(TL) 0.03 1-2 >932
BCLL 0.0 Rep Stress Iocr YES WB 0.11 Horz(TL) 0.00 nla
BCDL 7.0 Code UBCIICBO (Matrix) 1st LC LL Min Vdefl = 240 Weight: 152 Ib
LUMBER
TOP CHORD 2 X 6 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E
OTHERS 2 X 4 WW Stud
LBR SCAB 7-9 2 X 6 SPF X 1650F 1.5E one side
11-13 2X 6 SPF X 1650F 1.5E one side
BRACING
TOP CHORD Sheathed or 6-0-0 on center puriin spacing.
BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
REACTIONS (Ib/size) 2=36S/30-S-o. 24=7130-5-0. 18=36S/30-S-0. 27=15813O-S-o, 28=177/30-S-0. 29=18V30-5-o, 30=179/30-5-0, 31=180130-5-0,
32=185/30-5-0, 33=17V30-5-0, 26=178/30-5-0. 25=177/30-5-0, 23=176/30-5-0, 22=181/30-5-0. 21=185/30-5-0,
20=17V30-5-0
Max Horz2=22S(load case 3), 18=-22S(load case 4)
Max Uplift2=-26S(load case 3), 18=-26S(load case 4). 27~2(load case 4), 28=-73(load case 3), 29=-96(load case 3), 30=-93(load case
3). 31=-87(load case 3), 32=-121(load case 3), 33~22(load case 3), 26=-72(load case 4), 25=-100(load case 4}. 23=-95(load
case 4), 22=-86(load case 4). 21~121(load case 4}, 20~22(load case 4)
Max Grav24=17(load case 2}, 18=365(load case 1), 27=158(load case 1), 28=177(load case 1), 29=182(load case 1), 30=179(load
case 1}. 31=180(load case 1). 32=185(load case 1}. 33=172(load case 1). 26=178(load case 1}, 25=177(load case I),
, 23=176(load case 1}, 22=181 (load case 1}, 21=185(load case 1), 20=172(load case 1)
I
I FORCES (Ib) - First Load Case Oniy
TOP CHORD 1-2=45,2-3=-98.3-4=-63,4-5=-64,5-6=-64,6-7=-63,7-8=-38, 8-9=-M. 9-10=-63,10-11=-63,
11-12=-64,12-13=-38,13-14=-63, 14-15=-M, 15-16=-64. 16-17=-63. 17-18=-98, 18-19=45
: BOT CHORD 2-33=0,32-33=0,31-32=0,30-31=0,29-30=0,28-29=0, 27-28=0, 26-27=0, 25-26=0, 24-25=-0
,23-24=0,22-23=0,21-22=0,20-21=0, 18-20=0
WEBS 10-27=-130.9-28=-149.8-29=-154, 6-30=-151. S-31~152, 4-32~155, 3-33~148,11-26=-149,
12-25~154, 14-23~150. 15-22~153. 16-21=-155, 17-20~148
NOTES
111) All plates are M20 plates unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
. 3) Gable studs spaced at 2-0-0 on center.
i 4} For studs exposed to wind, see MiTek "Standard Gable End Detail"
t 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
I per Table No. 16-B, UBC-94.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 265 Ib uplift at
joint 2. 265 Ib uplift at joint 18. 2 Ib uplift at joint 27, 73 Ib uplift at joint 28, 96 Ib uplift at joint 29, 93 Ib uplift
at joint 30, 87 Ib uplift at joint 31, 121 Ib uplift at joint 32, 22 Ib uplift at joint 33. 72 Ib uplift at joint 26. 100 Ib
uplift at joint 25, 951b uplift at joint 23, 861b uplift at joint 22. 1211b uplift at joint 21 and 221b uplift at joint
20.
i 7) This truss has been designed for both UBC-94 and ANSlfTP11-1995 plating criteria.
i Continued on paQe 2
~-Job -
, Truss Truss Type Qly Ply ENVlR
. -
.-
0-SMITH1 ATTIC ATTIC 6 1
Hi h Plateau Truss. Inc. Golden, CO 80403 4.0-32 s Jun 91998 MiTek Industries In T
g
, c. ue Nov 14 10.43.34 2000 Page 1 :
1-2-o-O! 5-10-1 10-6-12 i12-1D-OI15-2-8 t 17-7-0 ~ 24-8-15 30-5-0 ~
2-0-0 I 5-10-1 _11 I 2-3-4 2-4-8 I 2-4-8 2~ _" 5-10-1 2-0.0
5x6=
3x8= 3x8=
4.30i~ 4x10 II a 4x10 II
I
, 2x4.:::- . 5 11 12
~ 1.5x411 2x4-;:;'
3 '0 13
1~1 ~C:.. W
" .
11>/;
0 0
6"= 17 16 6x8=
3x8= 8x8=
5-10-1 10-6-12 1~1Q-4 2+6-15 30-5-0
5-10-1 _11 ~ _11 5-10-1
Plate Offsets X. 2:0-3-5,ed e, 5:0-2-4.ed e 11 :0-2-4,ed e, 14:0-3-5,ed e 16:0-3-8,ed e 17:0-3-80-1-8
lOADING (psI) SPACING 2-0-0 CSI DEFL (in) (lac) Udefl PLATES GRIP
TCll 30.0 Plates Increase 1.15 TC 0.63 Vert(LL) -0.58 16-17 >620 M20 128194
TCDl 8.0 Lumber Increase 1.15 BC 0.93 Vert(Tl) -0.80 16-17 >453
I BCll 0.0 Rep Stress Incr YES WB 0.90 Horz(Tl) 0.12 14 nla
: BCDl 7.0 Code UBCIICBO (Matrix) 1 st lC II Min Vdefl = 240 Weight: 160 Ib
lUMBER
TOP CHORD 2 X 6 SPF 1650F 1.5E
BOT CHORD 2 X 6 SPF 1650F 1.5E
WEBS 2 X 4 WW Stud 'Except.
I W12X4SPFNo.2
lBR SCAB 4-72 X 6 SPF X 1650F 1.5E one side
I 9-122 X 6 SPF X 1650F 1.5E one side
i REACTIONS (Ib/size) 2=2007/0-3-8,14=2007/0-3-8
Max Horz2=-26(load case 4)
Max Uplif12~719(load case 3), 14=-719(load case 4)
FORCES (Ib) - First load Case Only
TOP CHORD 1-2=50. 2-3=-4669, 3-4~3992, 4-5=-3876, 5-6~3553. 6-7=192, 7-8=251. 8-9=251, 9-10=192, 10-11~3552, 1'-12~3877,
12-13=-3992, 13-14=-4669, 14-15=50
BOT CHORD 2-17=4303,16-17=3639.14-16=4302
I WEBS 6-18~3963,10-18=-3963, 5-17=922,11-16=923, 3-17~715,13-16~715, 8-18=266
I NOTES
1) This truss has been designed lor the wind loads generated by 100 mph winds at 25 fl above ground level,
using 5.0 psI top chord dead load and 5.0 psI bottom chord dead load, 100 mi from hurricane oceanline. on
an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE
7-93 per UBC/ICBO II end verticals or cantilevers exist, they are exposed to wind. II porches exisL they are
not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
2) All plates are M20 plates unless otherwise indicated.
13) This truss has been designed lor a 10.0 psI bottom chord live load nonconctJrrent with any other live loads
per Table No. 16-B, UBC-94.
4) Ceiling dead load (2.5 psI) on member(s). 5-6,10-11, 6-18,10-18
I 5) Bottom chord live load (40.0 psI) and additional bottom chord dead load (10.0 psI) applied only to room.
16-17
6) Provide mechanical connection (by others) 01 truss to bearing plate capable 01 withstanding 719 Ib uplift at
joint 2 and 7191b uplift at joint 14.
7) This truss has been designed lor both UBC-94 and ANSI/TPI1-1995 plating criteria.
BRACING
TOP CHORD
BOT CHORD
WEBS
Sheathed or 3-4-13 on center purlin spacing.
Rigid ceiling directly applied or 8-7-14 on center bracing.
1 Row at midpl 6-10
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CONNECTION TEL
CONNECTION ID
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USAGE T
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RESULT
*********************
... TX REPORT ...
*********************
2250
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