HomeMy WebLinkAboutApplication- Permitr ToFIE.'TE D COUNTY BUILDING PERMIT APPLICATION
GARF•'IELD COUNTY (GLE WOOD SPRINGS), COLORADO
TELEPHONE (970) 945-2212
INSPECTION LINE: (970)384-5003 • •
PERMIT NO XThq PARCUJSCI !EDI JLE NO.
JOB ADDRESS : X80 C.R. 335 NEW C/4S72 (b. 0017
L 7
2
LOT NO. / CCl_ , R4 BLOCK NO.
OwNFA
j t/4a W • KRE7 iJc z
ADDRESS
C�rL�, j� IO C SFTION
.L l
C R 335 ,i(0‘17
3
(V1(TTlACTUR
SELF
ADORER
PH 90'7370 7370 w rx qz 7gZZ
�f
4
ARCIDTSCVENCZNMER
ADDRESS
PH
5
6
SO FT OF BUILDING
ASU A ai
LIS OFMUU1LL O
'fir() S3
` •;-o.c f e8 .2 QC.f garage
SQ ET OF LOT
3-3/ 4CreS
fmLSR /0-15 t
NL OF FLOORS
1
7
DERCRIRF. WCRUS.
8
GASS OF SKIM
MON°SAA/,3 , S+rnsc.4QCe w/ 1 R JSS 6) , NEW ELEr7 zcolt m'/co7rtNE NEAT
°ADDInON °ALTERATION clic E OREMOVE
9
C4Z< E
CAIVORT
cep:=DOLMAS
10
° EanTTPAT PLASM'
DON SATE SEWADE DESPOSAL (WETTIC] c3Tn' PLAT:
VALUATION OF MORE.' S
9000.ob
ADAC/1W VALI:ATS*4 r
RPECLAL L'ONIX77MRS•
NOTICE
A SEPARATE ELF.CTRIC.AI. PERMIT IS REQUIRED AND MIZr BE ISSUED BY THE STATE OF'
COLORADO
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRL:CTION
AUTHORIZED LS NOT COMMENCED WIIILN Ito DAYS. OR IF CONSTRUCT/ON OR
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF ISO DAYS AT ANY TIME
AFTER WORK IS COMMENCED.
I HEREBY CERTIFY THAT 1 HAVE READ AND EXAML+,F.D THIS APPLICATION AND
KNOW THE SAME TO BE TRUE AND CORRECT, AL1, PROVISIONS OF LAWS
O0VF.RNTNGTHIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT. THE (RANTING OF A PERMIT DOES NOT PRESUME 7'O GIVE
AUTHORITY TO VIOLATE OR CANCF.J. DIE PROVISIONS OF ANY ODER. STATE OR
LOCAL LAW RECRAATNG CONSTRUCTION OR THE PERFORMANCE OF
CONSTRUCTION.
OZ
S igauwc of Orem. Contractor or
30u, r7i�
Building Dept. ApprovaL'Dste — // PlmnmB Dept.
84tt0 .uO
PLAN CHECK FEE : j f ! I t�.QT' F:
)`-T +i EE9 4 .1 3 --
TOTAL
TOTAL. FEE. ,f , DATE PERMIT LSSUED.
1� Z(4g, o°r
OCC: GROUP: CONST: TYPE:
Ur f
TONING:
Or�fAtiti. HOME:
SETBACKS:
ISUS NO. & FEE:
AGREEMENT
PERMISSION IS HEREBY GRANTED TO TILE APPLICANT AS OWNER, CONTRACTOR ANDrOR 7 EE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS
DETAILED ON PLANS AND SPECIFICATIONS SU'BMII'IED TO AND REVIEWED BY THE BUTLDLNG DEPARTMENT
IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT. THE SIGNER HEREBY AGREES TO COMPLY WTTH Al L BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY
GARFIEID COUNTY PURSUANT TO AUTI IORITY GIVEN N 34.25.201 CRS AS AMENDED. THE SIGNER FURTHER ACREES TI IAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY
COMPLIED WITH LN THE LOCATION ERECTION. CONSTRUCTION ANT) USE OF TIE. ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN BE REVOKE) BY N(YI7CE FROM
THE COUNTY AND THAT THEN AXI) THERE RE R SHALL BECOME NUL L AND VOID.
THF. ISSUANCE OF A PERMIT BASFD UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL. FROM THEREAFTER REQUIRING THE
CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FRO PREVENTNG BUT DUNG OPERATION BEING CARRIED ON THFREL'NDF.R WHEN IN
VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF 1.1118 JURISDICTION
THE REVIEW OF THE SUBMITTED DANS AND SPECIFICATIONS AND NSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY
RESPONSIBILITIES OR L.IABIIITLFS BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMF.NTATTON
DURINGCONSTRUCTION RESTS SPECIFICALLY WITH THE ARCFJTE(T, DESIGNER. BUILDER AND OWNER. COMMENTS ARE UNTENDED TO BE CONSERVATIVE AND IN SUPPORT
OF THE OWNERS L�7IF.RFST,
(krfamoo3 I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (=ALL ��
a .4 N
491 .!o v
9-1.) l
The following items are required by Garfield County for a final inspection:
1. Adtiinal Electrical Inspection from the Colorado State Electrical Inspector;
2. Permanent address assigned by Garfield County Building Department posted where readily
visible from access road;
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent
kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all
necessary plumbing;
4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water,
non-absorbent floors and walls finished and a privacy door;
5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or
decks over 30" high constructed to all 1994 UBC requirements;
6. Outside grading done to where water will detour away from the building;
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until
all the required items are completed and a final inspection made.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE
ITEMS HAVE BEEN COMPLETED.
****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY
IS ISSUED. OCCUPANCY
OCCUR USE PF ANCY E GROUNDS FOR VACATINGv
G WITHOUT A C.O. WILL BE
CONSIDERED AN ILLEGAL AND MAY
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupancy, use and the issuance of a
Certificate of Occupancy for the dwelling under building permit # • Eat"),—
bpcont
01/�/oma
Date
Job Address
GARFIELD COUNTY
BUILDING, SANITATION,
and PLANNING DEPARTMENT
109 8W, Street, Suite 303
Glenwood Springs, CO 81601(970) 945-8212
INo. 8292
Lift- / f `(C� [� r
( d
Nature of Work Building Permit
Use of Building - Q o (
Owner Q + b L c1 z
Contractor n —
Amount of Permits a 4 1 , o9 Date
Clerk
redo w Ec z_
1(080 Ci2 335"
qgo ss x ge0140.
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1 Job ns I'rvss77pe isle :P1y
�,it 971CKRZ• h ATTIC 11
Illlll I
•unbolt TIu44 Jolla. Cu 81416
4701
1.11.12
71-4 _Q_. ,3-:0-41 7-10-12 i 10.0E112-1-4 16-1 -12 18-0.4120.0-01
1-4-0 1.108 4-0-0 2-1-4 2-1.4 4.0-0 1-10-81-11-12
1-11-12
$R1
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a hw r9 N.TeY :n4u41144. Inc.F4on Feb- "‘-17341 200/ P49e 11.
2 1.4-0 1-
21.4-0
0.4 =
883 -
8
Lica 5.4 -
// 1.0 ' 7
5 r Ftr-- b'.
1200 12 15x4 1:
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1 2Eadt 1
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1.11-12 1.10-8 12-3.-8 1.10.8 1-11-12
..PyQr 4fl11Pd DC -.11 r2 D..11 -1k12-.11, [4 0-1.17 8.111]. [R -f 1.15.M1t•n1, (14!>_R n 0-0.41. (12 n.ld 01.5-4L Ct 3 0.3.6-13S41
1.0A401140 Wan
TCLL 400
TCOL 100
DOLL 0.0
BC.OL 100
1
SPAC1MO 2.0-0
Plates Incests* 1,15
Lun1DW invests 1 15
Rap tress Irtu YI
Cade L C11C80
L r1145LR
TOP C41040 2x621�1$ SPP 6
BO'CHORD 2X88PF1950F1-7E
WEBS 2 x 4 WW Stud
Cat
TC 088
BC 0.52
W13 0 5)
(Haler)
DEN. "n floc) Vaud
Ve,1(1_L) -0 52 12.13 .451
Ve5(TL) -0.70 1213 '338
11.44(71.) 0.02 10 nix
1rT LC LL Min 11446 a 240
BRACY1G
TOP CalORC
Sirwthad or 4.54 oc punier'.
BOT 1.:34(..A
R.oid miii o alum- awed or 1C-6-0 0C brsclnp.
WEBS
90w at nodpl 1.7
arACT1054s (Ib'.za)
7 • ;9080-38 10 • 1868,0.6
A/y 1100
2 • 477 (load case 4)
Mar L'AYM
2 = .801040 ease 5) 10 • •49(loaa case 5)
muscle 4h) - Foss 1 rad ram, f).fy
TDP Cr1OR7
- 80 2.3 • -2474 3-4 • •27A9
u c 1307 5.6 = 349 a7 = 34S
76 a .1707 8.0 a -2299 410 • 2424
1('.11 80
901 CROP3
2.13 = 146 12.13 = 1173 10.12 = 1402
WEBS
5-14 = .1886 7.14 = .1596 4.1:1 c 1122
1L 11 e 1 1'11 :1.13 = -417 9.11 • .436
8-14 = e6
N01•id
11 This truss has beer: [retain for unbalarce0 leaping aondWWone
2) Tiles Russ has bran &maned Fee the rood loads gantrated by
80 mph wends at 25 h abera ground loran. using 5 0 pre to chord
dead lard and 5 0 pat buei n chow dead load. 100 m1 (Torn
h umcaM acesniine. on an occupancy category 1 coml./ion
arch...4 building. of drnnaearonr 45 R by 24 r ...In ••ga8 # C
ASCE 7.93 par U9C1100O k era esebcala 0 aeerale see ons. They
art risp0aed t0 W1110 K pdch4w amt. Clay we nit axpoubd to
wird Tha !umtar DOL increase cal 33 and 51. pad grip
Inc1a44a 14 1 33
.1) Thi. 1N48 ries flee daelgned for 4 10 0 pat Corbin e1101d lop
load h0"CodesoMI with any atter 1.88 loads Orme Taps No 15-0
U BC -a4
4) :eih19 coed 1844 (5 C pef) 0h RHrtueet(a) 4.5 7.8. 5.14, 7.'4
5) Sateen cno:d Iioa load (40 C psi end ad410al b0n0m chord
dead :ond fa 0 paf) applied 0nIy m room. 1213
Continued on 6468 2
PLATES GMP
%11120 12844
Wa.sM 12516
8) Provide Mechanical tannecten (by others) 01 ursss ro baann9
plyt opada d wT 43nding 69 Ib will Wpm! 2 am( 0910 Vert
u1 S1)o1ra 10 2.10 ■ .10 0 1.2 • 48 0 2-4 = 24 8
7) This truss has Loon dasrgulad for beV, U5C.04 and ANSVTPI 4.5 • 14.6 5.6 = 24 8 4.7 • .17 5
1.16P5 p1 W sip jMana 7.5 = -27 5 8.10 • -17 5 10.11 a 5 0
1.7 = •10.0
LOAD CA16111 MOM
1) Re941ar L:rfrber 1nc+eeee' 1 15- Pune increaser 1 15 13 1 .58 0 2.8 s .34 8 8.10 = .7 5
Undorm : bads (Mq 1011 - 15 9 4-13 = 0 . 8.12 - -0 1
vet Dreg
2.13 = .20 0 12 15 ' 100 3 10..2 • -20 0 4.13 = •2C 0 6-12 = .2C 0
1.4 - 1000 45 - 1100 5.6 =.!000 5) 11! Wino Petal's> LumtMr IncraY4'111. PIaf.
8.7 = .100 0 7.8 =.11;.0 &1 • • .100 0 ihcraare•1.13
5.7 = .10.0 .. '..10rr1 10 * l5C1
Hart Ver.
4.13 a 01 8-12 = -0.1 2.10 • • 10.0 12 mm 480 24 = 248
Lera0- 4-4 - •A 8 5-8 - 246 8.7 = 246
4-13 = .200 8-12 = • 20.0 78 • ?46 8.10 = 245 10.11 • 48.0
211_100. Lumbar r•14rMM•1.25. Plata Incl $.•1 25 5-7 = .100
Uniform Lords (Or) Hors
VM 1a • .550 2.8 = -31 B 5-10 = 346
2-1 3 = -42,0 12-13 • -20.0 10-12 • -40 0 10.11 = 58 a 4.13 = u 1 8-12 = -0 1
1 4 • 20.0 4 7 - 30.0 5 8 - 20,0 9
8.7 • .20.0 7.8 r .50.0 8.11 = -20 0 4-'.3 • -20.0 6-12 = -20.0
Horn 6) F:Rtr Lumbar 1116'61441.1 CO. Puree Inceaaase1 00
4-13 = (11 &17 • .0 1 Umbra, Loads (pl1)
Drag Vert
4-13 • -20.0 6-12 = • 20.3 1 13 r 200 12 13 ...MO 9.12 = -20 0
5) Meld ...eft Lumber Mc/ewer' 33. Plate 'incase=l 33 2.4 • -20 0 4.5 a •300 5a = -200
1.1rOnrm 1 nerds (pH) 8-7 • •2V U (4 • -30 0 8-4 = .20 .0
Vet. 17..11 • -X16 s-7 = • 100
2.10 . •10.0 1-2 r 59 2.4 = .175 i'la4
4 5 : .27 5 5.6 - .17 5 8-7 : 24 8 4-33 • 0 1 8.12 - .0 1
74$ = 144 8.10 = 248 10.11 = .480 01.9
5.7 = -100 4.13 = •303 8-12 a .200
_02. 7) 1s1 unthalanoed Regular Lumber P.araasa•1 11, Plana
1.2 4 .15.9 2.8 8 75 5-10 1 34.8 Increlsa4.115
10.11 • S4 0 4.13 • 0.1 8.12 • .0 1 Un.For n Dads 1p19
Orap van -
4.13 • .200 8.12 • .200 2-13 = -37.0 1213 •-1000 9-12 = -200
4) Wena RIOnt Lumber Incrraar1 39- Pall. Ihcral4K1 33 1.4 = .1000 4.3 a .-.10 0 8.4 = .5000
t)ndrsrm !harts Col 6-7 = -20 0 711 = -200 8-9 = •20-0
Vert 10-11 • -2D 3 5.7 = -100
2.10 - .100 1.2 - 480 2.4 • 248 11013
4-5 a 148 5.8 • 248 6.7 : .175 4.13 = 01 8.12 • -01
7.6 = .77 5 6-1C a .17 5 10.11 = 59 Drug
6.7 = .103 4.13 r .200 8-13 • .200
won 8) 2nd unbalanced Ragutar Lumber Increase=l 15. Plata
1 2 8 '63-0 2-8 = 34-8 5-10 r 7 5 increasers + 15
16.11 8 15 9 4.13 = 0 1 8.12 = -0 1 :)r.lortn Loads (911)
Drag
4.13 = 200 8-1: _ 4.0.0
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Feb -25-02 4:09PM; Page 6/6
-•1-0 0 3-10-4
1-4-0 3-10-4
p 1 2
7.10-12
12 001T
10 0-0.12-1.41
1-0-5 7-1-4 2-1-4
516
(o bond)
420' SR" 5 :Jary 10 2000 Welt k.duebiee Inc Won :eb 25 14 35 30 2002 P.Da 1
16-1-12
20-0-0 z±
44-6 3.10.4 1.4.0
2,14 :1 9 214 I•
7.4 :
8
J!l, 10
7,4I7.•
��II
stag !r.8
1
4.10-30
LOADING (pet}
TGLL 40 0
7C.. -7L 10 0
BOLL 0 0
S OCA. 10 0
LUMGL.
TOP C.HORr)
801 CHORD
OTHERS
SPACING 2-0.0
Plates IP o v44c . 16
Lumber Inc:eras 1 16
Rap &teas Lac YES
Coda UBC/C80
7 It 8 E.PF 1950E 1 6F
2 X13 SPF 1950E 1 70
26-4 WW bra
S PACING
TOP CHORD
STea hod er 8.0.0 oe purYna-
F30T CHORD
?41d soling a4oce7 applrC a 10-0.0 (10 bracing
WOG
1 Roo al radpt 9-24 6.73 113-73
REACTIONS (lbllrw)
357/20-0-0
97/70-0.0
161170.0-0
57120-0-0
l44120.0.0
181120-0-0
167/20.0-0
1116120.45
21
20
28
)0
22
20
18
AASx 11012
2 - 4770e.d caw 4)
1 Aria Uplrll
2 • -174Nisaa calla 3)
• •400e44 cream 4)
?7 c .74(0.d use 5)
N • •610bad case 4)
73 = -104o400 caw 3;
21 = .740070 wkb 6)
19 = -8011004 Cas. 3)
Moat Gran
1 • 357(Ipad case 1)
▪ 109(b.d twee 5)
= 164(080 Cana 7)
1570uod V.M• 1)
= 150(•oad oasis 7)
= 181(toad 0.1.0)
= 1570ead cage 1)
= 150(br1 ow. 0)
24
2e
241
30
22
20
10
16 = 357/20-0-0
25 135120-0.0
27 '03:0-7.0
29 165120.0-0
23 135t211 0-0
2: 16320.0
19 16M0-0.0
10
26
25
30
22
20
14
15
25
27
29
27
21
19
FORCga (1D) • Ftst Load Cosa 07Jy
TOP CHORD
1.2 . 75 2.3 - .177
4-5 = .125 5.6 • •125
7.6 • •126 8-9 • •109
10.11 • .128 14-12 • -120
1514 = .125 14-15 = •125
19.17 = 70
BOT C.+3RO
2.30 • 57
L
_ 1170800 CNG. 4)
• -70(load cube 41
• -90800 case 5)
•-90('wad case 4)
• .701.14.0 rev 3)
• 43(1040 mare 5)
• -621440 474.e 3)
= 357'Ipaa case 1)
• 136poaa crass 7)
= 164(10116 case 7)
- 10e(lued urea 7)
= 170(lo34 rase 8)
• 1640ad case 8)
• 1868oed case 7)
3-4
67
PIC
12-13
15.16
- •128
_ -128
• -.09
• -125
_ -177
214 I
11
buil II
12
2.4 I
"1 '314 I
3r 0 14
1\ pt\
6712 15
I 1 6.3
` 1
29 28 27 26 25 24 21 22 21 20 '.9 15 410
565 !I 140 I 1.6 :I 310 1 310 II 341 3116
346 1; lab 1 3.e II Sao I 360 I 311E 1-
3-10.4
3-10-4
r' -
I
15.1.12
20.0-0
12.3-5 3-10-4
CAI
TC. G 97
SC 0:12
WB 021
(olaVDO
b747:::HW(U
28.70 = S5
26.27 a 54
23.21 • 54
20-21 = 55
16-1e = 57
wee8
24 • -70
e.27 • .136
1.30 • .141
12.21 • .130
15.16 = -141
2829
25.2e
42.23
10.10
8.25
5.25
10-73
1120
Scat. = 1- rs 5,
OWL in ('ac) Vaal)
Vrrt;LL} nra • rias
Vrrt(T`) 0 X 1 2 -BBB
Hort(71) 0.'70 15 rda
111 ..0 LL Min Yearn . 210
55
51
Sa
85
.1®
-133
-137
T7 -2e •
24.25 •
21.2,2 -
18.19 a
7.26 =
4.29 =
11-77 =
14-19 =
45
54
54
58
.134
.130
.1 L1
.130
NOTES
1) Thi bus* hat bean Checked for unoalahcrd emit/wig
condieons
2) The Cuss Mae Sian d4MpneC rot- the wind 10x8# Cenersle8 by
80 reps .vends at 2611 above ground Sian using 6 0 Py' tap
Chord 0041 10711 ihd 5 0 pat boCctn anon, Opal 1000. 100 ell
borer hurAp..e araartane on an occupancy uhAgory I, condition
a4
1 enclabuldd inp dimensions 451 by 2411 war. espoaLr. C
ASCE 7.63 pr: U9C8C80 8 ane r.Mrals or cambtr.r r axial
May V5 S1cWW06 10 wind h path= resat lily We net Shpn5ea
fo wind The lumbar DOL I9OTsaa .. 1 33. end bra plata Sr,p
•ncl.aa..s 1 33
3) 'rival Jaary+pq rot- wind soda 1n u» pl...• of um cage.. cardia
Car surds e1po..ed t•••^4 (rprte4; 10 V. Nos) 448 MT.k
-Standard 3.617 End °stair
4) '3a0:e requires oon0nuoua b.6am shwa bearing
5) Gable Pude Kaman 411.40 oc
6) Thi buss has been designee l#r i 10 0 pea brAt wn 1.1101- Io
WAG nenconewn.nt «19. any OAR.' •.0p Wadi pot Taye No- 16-5.
LIf1 94
7) PttO.137 1 fCnancal conn.rlgn (by Ohara) cr 1n;0a to boating
Plate copse• d wnhraand. ng 171 Ib upldt at p.^12, '117 Ib upl.r:
at )hint 16 40 Ib upAR at Joint 25. 70 .0 uplin at pint 26. 74 Ib
up .R at gena V, 6316 I,pI1R at pant 25. 81 lb upt:1 at jam 29. 90
:b ..plink .l pint 30, 10 Ib 40l01 al ion:. 27. 70 lb vpId3.4 loin! 22.
7416 uplift at joint 21, 63 ID uplrh at ped 20. e0 !b upl)4 at pint
19 and 02 tb uplin At jam 17
a) Thli au84 Mas bran 0•1008•0 for bOt71 USG -94 an0 Snell t-1
1.1995 91082 billets •
-
L04b C4et45)
1) Regular Lumbo 018000041. 15. Plate Incae.ra1.15
Un4orm Loads (p3)
Vert
7.10 • -2UU 1-Y =-1000 P11 =.100
2) ueC LumOer Incl.asa=1 23. Pate ineroaea=1 23
WW.wm Load# (p111
Von
7.10 = -400 1.9 = .200 9-17 = .200
PLATES
MIF
Weight 177 Ib
GRIP
128644
3) 1h'.n1 1 .dt l urnlrr I,1-. .Ct
F1 33, Plato IfaSM•1.35
UnHorm L9444 (p41)
vert
2-18 = -10.0 1.2 •, 5.9 2-0 c ,17
9-18 = 24a 16.17 = 480 -
Hon
1.2 • -15-9 2-0 = 7,5 9-1a • 34.6
16-17 • S6-0
4} Wm4 Rlatlt Lumber tnotrabeol.33. Plate Incressec1.53
Uniform !reads (Pit)
Vert -
2 -1a • -10-0 1-2 - 480 2.9 = 240
9.10 = .175 10.17 . 59
I leer
1.7 r •58 0
16-17 = 159
5) 141 WIhd Parallel Lumbar. Inel.as -1-53, Plate
.nc0.asow1 2.5
U n.roirc gads (p8)
Vert
7-15 • •10 0 1-2 = 48-0 2.9 • 24 6
5.10 • 24 6 1017 = 480
Mors
1.2 = - SS 0 2.9 • 34 • 5.10 = 34 45
15-1r • 580
e) Floor 1 um0a Increesa=0 90. Plata awesse00 90
) !hone Lanai (pit)
✓ n-
-t5 = -2C 0 2.9 = -20 0 9-15 • .20 0
'e•17 - -20 0
7) '.s4 unb.Lanced Regular L.rmb.r Incra.44.1 15. RAO
IfCa4440.1 '5
Uniform ;-pads 'ye)
Vort
215 a .200 1.7 =.1(700 9.15 = .200
1617 = .20 0
8) 2nd untwtanc.d Rag6lar. Lumber Incrs.ar.1 15. Masa
1ACtaa7AF 1 15
1.411. -n Lands (00-)
Vdt
1.10 • -20-0 2-9 = -200 8-17 • -100 0
2.9 • 345 9-10 •
-7 5
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0,...44,48 Trues D 1& dc., 81419
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LOmo CMq$1
4ndozm Loads 1pil
Veit
1.13 = -20.0 12.13 • .100 0 10 12 _ .7C U
2.4 = .200 4.5 = •700 5.4 = 2:0
4.-7 .100a T.6 = .1100 C 1. s .tW
5.7 = .10C
1.1oaz
413 = 01 5.12 - -0.1
tang
4.13 • .207 612 • .200
Feb 25-02 4:09PM; Page 5/6
fes' °" �
1.1 1
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1
SR". s Nam 1d 2000 MITsk Ir+duatre. Inc Mon gob 25 14-3A 34 2002 Paps 2
ant By: HP LaserJet 3100; 007;
To:
WAI T KRLT(W1C7.
OYERROLT TRUSS
1796AWY50-
DELTA , CO 81616
Phoac: 970-4474-7070 For 970-874-706tt
Project- 11104* Nn
�1��dcl Lot Nu
cnn att.I Site:
1
i I)ffica;
Mame:
Phoie: 1
T031e1LvcDciivcn 1,111 +
Profile:
Qty.
Deliver To:
NEW c:Asti
.>:
Feb -25-02 4:08PM; Page 216
Delivery List
ilob Numbu,
Page:
Date
02-25-2002 •2.36:17 PM
j 1970krc
Aconunt !tv:
Designer BRIAN
Sslearcrwrrn: BRIAN
LOADING 40-10-10
Truss Id:
Span:
Truss Type:
Slope
LOH
ROH
Load By
11 A
/401112 2 iC
llli� L
20-a-0
)24 lin each 23(6,".X8
11111n •-uh.
n ;-i rr
L2 0u
1 u"w t M Brae 000
1.4.0
20-0-0 .Iii( 1240 1
qn'710 .3 Rows Lit Bract 11 tx1
1
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issuedl . S. J02,.Zoned Area Permit No. I;?
rt AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with all
laws and regulations related to the zoning, location; construction and erection of the pro
structure for which this permit is granted, and further agrees that if the above said re u�I tons
are not fully complied with in the zoning, location, erection and construction oft above • ---
described structure, the permit may then be revoked by notice from the Count Building -
Inspector and IMMEDIATELY BECOME NULL AND VOID.
Q
Address or Legal Description
5.4
Owner {a.�r'40..) %L-113.aet dl "� "" tractdr • -. vL7
LA, Front a -.._ ��Side Rear _
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
r
INSPECTION RECORD
Footing
Foundation
Underground Plumbing
Rough Plumbing AtA;
Chimney & Vent
Gas Piping
Insulation
Drywall
Framing
(To include hoof in place and Windows
and Doors installed).
Septic Final
No....
O 4_
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETIIER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
I' one 384-5003 I09 8th Street County Courthouse Glenwood Springs, Colorado.
.rPROVED
Date
rPF+•►� -
•
F PLACED OUTSIDE - COVER WITH CLEAR PLASTIC