HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY
BUILDING, SANITATION
aad PLANNING DEPARTMENT
109 8th. Street, Suite 303
Glenwood Springs, CO 81601(970) 945-8212
Job Address `' 9q5
Nature of Work Building Permit
No. 7127
3a.5 � Cs�81650
Use of Building
Owner
Contractor
Amount of Permits 4307 . '% / DateOpal
7 �7
fie441k;t • 076 .2, RS
/0,ed-it 0,41,dre-e /110 ci6
Clerk
GARFIELD COUNTY BUILDING PERMIT APPLICATION
OARFIELD COUNTY (OLENWOOD SPRINGS), COLORADO
. TELEPHONE: (970) 945-8212
Applicant to complete numbered 'paces only.
PERMIT NO.
0 ( (7L 7
INSPECTION LINE: (970) 945-9159
PARCEL/SCHEDULE NO.
JOB ADDRESS: 5'79 S .5 (r 4i NA So
+
ILOT
NO. BLOCKN . SUBDIVISION/EXEMPTION
2
°" !e r n on a Lea 1 �e ope
ADDRESS X95 i43.4.341 32.5 Ri{fie
10z5 -5 1
.9455- B6 1(0
3
CONTRALTO! 0Ifn W iIgon
ADD�'a3 2.Miller Ln� -z
RI ale
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5
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buy lilting c� de_+Qc1�ed
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9
0.0Acr_ cum/ *Donau CAaMOIT: MINGLE °Davao
10
0 DIP1'WAY PD CT DON ME=WAGE DstaAL (avnc) Arm PLAN
`
VALUATION OF MOM 1 ADID:ID ZVALUATION:2 A /7 ,g/:6 , U /t (J jp
(ji(
QECIAL CONDm01Va:
NOTICE
A SEPARATE ELECTRIC[. PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF
COLORADO.
THIS PER UI BECOMES NULL AND VOID IF WORK OR. CONSTRUCTION
AUTHORIZED IS NOT COMMENCED WITHIN 1R0 DAYS, OR W CONSTRUCTION OR.
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME.
AFTER WORK IS COMMENCED.7
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND
KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
GOVERNING THIS TYPE OP WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE
AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF
Je.ei-CON�TRUC110N.
3 /99
PIAN CHECK _/ 1 1/4 .
PFRk C�FE4.2 1
.�I��///J
TOTAL FEE: DATE PERMIT ISSUED:
2 r 71
OCC: GROUP: TYPE ` /
✓/ / 1V
`V'f
ZONING:
SETBACKS:
'gigantism, aTOrrsar, Cautraolor a now kw* road and r stodge
�Z _ CaU^O,'&4-- /// !/77
`-Budding %� (i % /
MANU. HOME:
ISDS NO. d: FEE:
Dap. Apprwi1 De*c F ..,,. Dy it , . .. , _
AGREEMENT
PERMISSION IS HEREBY Q ANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR. OR. OWNER TO CONSTRUCT THE STRUCTURE AS
DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUII.DDJGDEPARTMENTT.
IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH AIL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY
GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 3011201 CRS AS AMENDED. THE SIGNER FURTIIEP. AGREES THAT W THE ABOVE SAID ORDINANCES ARE NOT FULLY
COMPLIED WITHIN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM
THE COUNTY AND THAT THEN AND THERE IT SHALL. BECOME NULL AND VOID.
TEIr ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE
CORRECTION OF ERRORS IN SAID PIANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN I
VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION.
THE REVIEW OF THE sUBMITIED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANN
RESPONSIBILITIES OR IIABILfl1E$ BY OARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. TIM RESPONSJBIId1Y FOR THESE ITEMS AND IMPLEMII24TATION
DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCJUIECT, DESIGNER BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE NSER ATIVE AND IN SUPPORT
OF THE OWNERS INTEREST.
L�+i,�T�L
Onlaratoo3
1Y A^KNO T I HAVE READ AND UNDERSTAND THE AGSM' ABOVE. 0711&)
dlotAxt.ete A ;/ # TOVA -e-..r&
:y.
ON1?9,F Cc)r7
g2d6') #67"R„,g,
1.1A
killarl
DOUBLE GAA3b
D'
24" x
w/ ONE Ib' x T GARAGE DOOR
•
APPROVED
SUBJECT TO NOTED
fXCEP IONS & INSPEC110116
GARFIELD COUNTY
BUILDING DEP
Doe �7
FIEL CO
No nesrIcnoN wRN4IF
IOW RAMS ONNI I
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a
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m
cr
ix m
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LZ
Z
- N N
1/1 zz
101 9
101
N
U
O
O
X
Q
<0
U
J
m
DOUBLE GARAGE
24' x 34' ONE DOOR
SPACER
boas U
USED HIEN IS LINED
goa_o
RAFTERS •
:.'ROSS TIE
• IC O.C.
O.C.
Xt
err OrsrlM11
POO DOORS vial
ACDORDWr• TO
LOCAL rlMelrea
CHOCK TOM POO
••r00.11
DETAIL
SIDE WALL FRAtIING
SCALE: I/4'*0I'-O' STUDS W O.C„ 2X1 RAFTERS 11' O.C.
CROSS SECTION R OP�
USED WHECNO ITERIOR�N
IS NOT LINED
Wr
1ili
11I
1 =11'-1i-��-11�--1s--11--�11�-��-11-11-11-11"^11-I1�11�11--I1�11�1l�'1�" ll�rl�r1 ill=r!'-II-11--11--11
_11 _ II II II It
2X4 STUDS • te O.C.
OPENING SHOWN IS FOR Ie WIDE DOOR
ROO�FOFINISHED OPG. G INSTRUCTIONS
FOR FOMATIONAND FOOTING FICAT1ONsONGRSE
FOUNDATION AND FOOTIfIGS�-�
k L \ 111 A 1 1 A1.411.1 ea_ _.
DOUBLE GARAGE
24' x 30' ONE DOOR
2X8 RIDGE BOARD
24'-0' ..•
/a•
or,
END WALL FRAMING
SCALE; I/4•.P-o•
13'-1'
CUT 1/T LONGER IF USING IX8 RIDGE BOARD
HEEL CUT
RIDGE CUT
TYPICAL 2X6 RAFTER ON 4-12 PITCH
RAFTER CUTTING
EXTERIOR DOOR TRIM
APPROVED SIDING
PLATE
IX2 STOP
DOOR
STUDS
DOOR JAMB
11/8'
Il'.- --
1
IX4
BRACE
2X1
STI.
p5
• RC
• .C.
24'-0' ..•
/a•
or,
END WALL FRAMING
SCALE; I/4•.P-o•
13'-1'
CUT 1/T LONGER IF USING IX8 RIDGE BOARD
HEEL CUT
RIDGE CUT
TYPICAL 2X6 RAFTER ON 4-12 PITCH
RAFTER CUTTING
EXTERIOR DOOR TRIM
APPROVED SIDING
PLATE
IX2 STOP
DOOR
STUDS
DOOR JAMB
11/8'
DOUBLE GARAGE
2 f x 30' ONE DOOR
ROOF SHEATHIN
1.6 1 FELT
ASPHALT SHINGLE
DOUBLE FIRST ROW OF
SHINGLES EXTENDS 1'
(TYPICAL)
ixx FASCIA BOARD
WITH OVERHANG
ROOF SHEATHING
ASPHALT SHINGLES
I5 » FELT
2XL RAFTER
DBL. 2X4 TOP PLATE
X4 WALL STUDS • IC O.C.
NOTCHED TO RECEIVE IX4 WIND
BRACE
2XL CROSS TIE
GABLE END
RAFTER
IX9 FASCIA
DOUBLE 2X4 TOP PLATE
2X4 • W O.C.
SIDING
2X4 WALL STUD NOTCHED TO
RECEIVED IX4 WIND BRACE
2XL RAFTERS
WITHOUT OVERHANG
= LE .
�
i,i
1 r ililleleee ogoie'"-'',... 4f i
,.. ,.,i.,,,
..
IIIIIIIIee, e 'St.' 7:111141°111P'"--
f
►P PL T.."/
2X4 DOUBL
WALL STUDS
!:7ER TREATMENT
HEADER (SEE CHART)
DOUBLE GARAGE -
24' x 30' ONE DOOR
RAFTERS - MINIMUM SIZE
\RAGE WIDTH
ROOF PITCH GREATER THAN 3 IN i2
GABLE ENb
'72' - 24"
2}tt; it' O.C.
APPROVED_
ROOPNG
' CAP OR METAL
FLASHING OVER
. WINDOWS AND
DOORS
APPROVED
SIDING
PIN. GRADE
X
8 RIDGE
r
'N-IX4 COLLAR BEAM. MIN. L'-0' LONG
1'-0' O.C. FOR ROOF PITCHES LESS
THAN 4 AND 12 AND/OR GARAGES
GREATER THAN IL' -O' WIDE
��-- 2XL. 4'-0' O.C.
(2) 2X4 TOP PLATE
HEADERS - SEE TABLE
2X4 STUDS • IL' O.G.
HEADERS - MINIMUM SIZE
OPENING
BRG. WALL
GABLE ENb
12*
• 3-2Xl
2-2X8. I -3/81e
14'
2 -2X12.11 -1/4'e
2
2X4
IC
X. i -I/4
12
2-2X10. 1-I/2
2X4
GARAGE WIDTH
OUT TO OUT FOUNDATION WALLS
I/2' DIA. X 8' LONG
ANCHOR BOLTS. 8'-0' O.C.
OR POWER DRIVEN NAILS. L'-0' O.C.
2X4 SIL PLATE
4. .•
" •
E
4' GRAVEL
(OPTIONAL)
MIN. 4• SOLID
MASONRY UNDER
SILL PLATE
T CONCRETE SLAB
WITH TURNED DOWN
DIRT FORMED
GRADE BEAM
OPTIONAL SECTION
FOUNDATION
la4CO SHALL
OW FROST _LIRE_._
16•
OPTIONAL. SECTION
4' CONCRETE SLAB
2' MIN.
8' CONCRETE E
BLOCK z
E
CONCRETE
FOOTER
WALL 5ECT.ION
4' GRAVEL
(OPTIONAL)
r
OPTIONAL SECTION
an__
MATERIALS ESTIMATE
i
.Di
ss s
NEW 3
, CO 00000
HONE 8 970-625-5077 (Home)
r.ocivr z oris GRAND: JTJ CTION
SUTHE 'F'
FRLANDDOLER' CO.
2405 AD
GRAND JUNCTION, CO 81505
PHONE s
970-243-8000
SALESMAN s
BRIAN
DATE : 11/11/98
D E P O S I T:
ESTIMATE NO. s 119715
Description
Mfg. Number
SKU Pieces Price
mount
1. svpintIOR
2. 50l8ltIOR'
3. miPSRIOR
4. 88FIRIOR
5. BEPERIOR
i. =PERIOR
7. Silk MATED
:• iblinuisimik .858 42
Lo. apnapENCB SW #2
11.CE. #2
12..4315 81.157000u5nfs4X8
2% 4 8
21 4 12
2% 4 14
2X 4 18
21 4 20
21 6 8
21 4 12
418 7/16
1X 6 8
1X 6 14
1X 6 16
11/32 (3/8)
21 4 8
21 4 12
21 4 14
21 4 18
21 4 20
21 6 8
21412
*
1X 6 8
1X 6 14
11 6 16
13. CDX API PLYiOD 428 15/32 (1/2 *
u.INIFATIVOW211,1111OBTXLID5IN
LC Sir :40101111111ir;
tt.
4X8.1/21N
WEITE 7PT
WHITE 91T
2/816/8 ss
25LB 80X
25LB 80X
5LB 801
5LB Box
1L8 801
:54g=:- ,
5LB BOX
'10.101
32400-GV10
NO 15
21 4 10
6L
413-007706
413-009706
A0132L
•
16CTDSKR25
6808125
8808X5
112EORJG5
16800351
1=ORMMS
22582
70-3020
4
10173
10199
10207
10223
10231
10397
16592
23416
69252
69286
69294
94938
95216
366500
1557255
10181
1834068
1986413
1986439
2659324
2880615
2919397
2919470
2920742
2920858
2927739
3200128
3209624
4 2.39
. 8 3.99
4 4.79
9 6.49
4 7.49
3 3.89
12 5.99
45 8.29
2 4.45
9.56
31.92
19.16
58.41
29.96
11.67
71.88
373.05
8.90
12 8.75 105.00
1 9.99 9.99
4 16.99 67.96
8 11.y49 •91.92
14 2.59 36.26
3 9.99 29.97
14 349 44.66
35 7.99 279.65
3 4.25. 12.75
1
1
2 Yx4.39,
5.
2 ,..
4
an__
MATERIALS ESTIMATE
IMS : Ilignif 325
CO 00000
CONE : 970-625-5077 (Home)
LOCATION s _ GRAND JUNCTION
SUTHERLAND LUMBER CO.
2405 GRAN�JCTIO
DUNN, CO 81505
PHONE 2 PAX s
970-243-8000 970-256-0949
SALESMAN :
BRIAN
DATE : 11/11/98
DEPOSITS:
ESTIMATE NO. : 119715
Daiicription Mfg. Number
s. BUIL PLYCLIP 7/16IN 25BAG
G. RATTER TIE DSL PLATS
t. 8D NAIL GALV 11/2IN 1LB BOX
2. FOAM SEAL R 1/4151/2150TT
1. BRICK MOLD 11%412 17TT
I. BRICK MOLD 11/412 10FT
S. BRICK MOLD 11/412 8FT
c. BRICK MOLD SST 11/412
7. SATURN KM= STAINLESS
t. OR!!N TAMOO =LIT! 25YR SQ
2. RSDMOOD SIDING RL6-20
SKU Pieces Price
Amount
PC716-BMC
RT15
NAl1-1
2FS
WM180-17P
WM180-10P
WM180- 8P
WM1803068P #
240QDQD
SPEC ORDER 868
SPEC ORDER 754
1. 24' 7/12 SCISSORS OABLE 4OL8 SPEC ORDER 947
1.24' 7/12 '8 t BCISSORSl 7T PEC ORDER 947
• LVL SIAM 13/4111X11-7/8IN P/FT
i.
STUD 8IIPIRICt W/N 214 104 5/8
• 6Ea CARA= MOOR 193
8ERISS 1.8
21 4 P/C
EPEC ORDER 790
3500386
3500949
3502770
3697117
3848876
3848934
3849015
3873064
4128732
9000837
9000597
9000951
9000951
9055062
2981256
9000696
errors aro No liability assusad for tbs accuracy of lists
prepared or taken off blas prints or plans.
Material listed re this estimate will be billed
only as picked up or received by customer.
r s+jrst to cameo idtboae astios.,
•SA4
; . iIVRRY INSTRUCTIONS
-. J
mirnais ita DE4VU t or Nvuu SIDE
7
• '38
1
4
1
1
4
1
1
13
1,500
2
19
18
129
1
1.79
.49
2.89
4.99
12.99
7.90
6,32
13.99
9.99
33.58
1.42
104.00
/t,
3.45
3.49
792.00.
12.53
18.62
2.89
19.96
12.99
7.90
25.28
13.99
9.99
436.54
2,130.00
208.00
a3i
62.10
450.21
792.00
-
7474K.
TOTILf
DILTWIRT:
L
w
800
:M
1ST. SALTS -.� '� r l t410
4*4
=
244-0
244-0
.Pribi cirms 0C4): Apdsace. • 41. 12442.arsd. 17k0.04),0.120,0 -6-2.6.106.L._
r ---
LOADERS (pd) SPACING 2-0-0 1 CM
YOU. 40.0 ROM lacrosse 1.15 I IC 0.12
TOOL 10.0 Lump" imbue 1-111 i OC 0.00
ECU. 0.0 Rep Obese law YESmin Oil
KM 10.0 Code May= 1 0.41414
Debt. Sri) 00c) v4e2
V1(LL) nr• - -
%tem(i.) 0.01 14 MISS
Hca(TL) 0.00
161LO LUNA UM. 240
*. PURIM GRIP •
- IWO . 12619,4
WO** 12IIIb
WISER RACING
TOP CHORD 2 X 4 IPP 116C151.11E TOP CHORD shrolbed of 040 oh SOT
DOT CHORD 2 X &Often1.6E BC/l' CHORD Rigid ming drodti 0,11.04 on mist bowing.
OTHERS 2 X 4 VAV 1106
WEDGE LAIt 2 X 4 EPP NEW 1.6E Right 2 X 4 SPF 1660P 1.5E • i z :It
REACTIONS (16/6126) 2•27E244-0, 334/240-0, 20470/2440, 300121124.0-0. 31.1561244.0, 22s113.1240-0.1,4111=03408024-0-13, 365157/24.0-0,
37.167/244-0, 36.17424-043„ 3276/24-0-0, 211•4114/24-0-0, 210162/24-0-0, 27.100121-04216•1 .28101411i24-0-0, 240157/24-0-0
lAw LIfiertiu2:314= ohm 3). 20.-11110e4d owe 2)
P boo 2), 20azcomp 3). 31■41Qopid cow 3)32.4000.4 bus. 4)22-450004 coo 4), IKA-37(lood owe 3). 30.-36(lood Crag 3).
=Ms 4). ono 3), 200-3ed ems 3). 204410esd boo 2). 211m-400bed Asia 4). 27114d ass. 4), 24b1-360opi asia 2).
arab 2), eel! 4) - .
*Dr Grvallrd (.1").2DaXtreodcSie 1).:°2021EZ°.sece:1,111. 3r4srleedgesece..°)4. 20•114(acrec.if/) 20•1133Q006 owe 27010300W ebbe i)
31101 Soslows IN„ ceba ). • 14 , , •
3261430•01 310112100011 ores 1), 34•1811(lood ease 1).
2110.1100sed ohm t).21.1010bad boa 7), two ow. 1)
00116M Qb) - Wed Coss Only
Top .690M 1.2e13, 24a.101.346.73.440.71„ 54011,4146-78, 74046.114•6711. 9-10•47. 10.110-74.11-17P4 &1I110.140,74. 141Sa7e. 15•16s-74,, -
16-17.411, 17-100-77.11,41•43. 11140m-101. 20.21-33
EDT CHOW 2-30m0. 31404. 274E00, 211-374.364.134). 34334. 33-3600, 3243E0. 31-32.4.313.314. 211-30•0, 26-294.27-2100, 21147.0. 21-204. 244600. 23-26.0
22-23,80. 20424'h -
WEBS 11-30•4111.10410-137. II -32.-135.11430.133. 74•5433.11-311.1-133. 1-37.432 4-31.-140. 3 39.041.12.29.11. 13,41...136.14.27.433.15.28.-133.
111-25m-133. 17-24m-132, 15-23•440. 11.22s-68
• 06#:
-7,
hip hup EN opiellorei losing oandllons. i-
0011040011111611010. 'it ' - '
11,11011bsd.
•=1"Ibt& , ..roth
IS MIT41.111101114.1 OW. Pim Dour i. v.
Ps connis110A Oir allsinVot inns to boring ;Ws esobb of wIlletandIrp 24Ib *II el Phi 2,36 lb 4
Writ 20, 21 lb up111 st 01E121. 401b upla MOM 32, 31 b ION ol Iola 33, 37 ib welt el jolri $4. 3$ lb Wild Om" 33 lb
*NU WNW.. b upIM 61101111 3111. 37 OWN MJc4,4 XI, 2111 ape MINN 21I. 40 b bog* 01)6111120. 30Ib uPla 8. MIS 27.
3111b bp141 et Joirit 211, SS lopplilej610 AEI b ipIS 6104 VC 46Ib oak NPIN 23 NW 371116AMISONS 22. , , 4 .
4) Thispopa ma WS deslemid tat boli WOOS .nal oinanimi 1-1166 sons cosmic
!,"11..12RINIQN ,,,kentlere
otis
y
*ler
• lit ' •
441..4 •
ifiT•• !., ,
3442
34-12
6.14 4
3-14
17.1-12
PGM t 4X YO: 42-14.0-2 . i1 2-14.42. .112.034
L OAD040 (pit)
TCLL 40.0
TCM 10.0
DOLL 0.0
O COL 10.0
SPACING 2-0-0
Rem btelraaaa• 1,16
Lumber bxtisaas 1.18
Rep Shea iret Odd L190/10110
Cal
TO 0.77
DC 0.77
we Lae
TO• P CHORD 2 XI UV NMP 146 opl•
122X4 IP144WP1.5E.T42X4EPF1450F112
HOT CHORD 2 X 6 anP 1100E 1.4E
WSW 2 X 4 VVW SMld
W:006 Len: 2X4WWSet Right 2X4WWStud
MACRONS (MD* 241510044. 104155 34
lam Haw 2.-1�he
Mraarea 2)
cede 4).10.-1 2 d me 4)
lam Np5R4-1
1044
• 3-
0!I"L)(.
Vanit-L) -0.4 12-14'
-0.61 12-14 s461-
1=0.05 10 �nlu
1.1.6n Wel • 240
IMMO
TOP CHORD 5hae4hed or 348.7
DOT CHOlter 16W cam
a
11"-
.;
4
;31442
01tlp
12604
MIS 127187
IV lb
PORI=CD) .N<}4ILead dies Clef
TOP OHORO lade. 241.3110:341.3311, 4-42y.2510,14— 2, 07.422.74.-2610, $4-3311, 26100-)46 10.1146
HOT CHORD 2-1403041, 111-14•21112, 1241.2612, 1012.300
WINS 5-110-211d. 7-191.211154. 4-11.1C111,11-12.1051. 3-14•460.S-12.460,1-15.177
Times hes baarreil: 113►uebel lermid Mete eelralblens.
M Ines hoe bs.i �MM4 � a ds9 .d W rod' M 25R oboes 01o4ad Is's . mins 5A polpp
o:OMpaniN Mame/1. fondles I -reclosed building, of dimensions 451 by 24
end verUoNs or crmillemis mkt, 9wy are impend 10 Mad. 1 porches wird. they are nal emceed le Wad.1 XI The lumber OOL.
All pima are MO OM Woes eibirelei belle .4..:
Dam ddemied iced (*Dpad an r1N111Mr(a). 4.9.7.4.1.11.7-16 -
Dawn d IM bad.6W pa° and sddl and bceoem dyad deed IoM (10.0 pd) applied 10 MOM. 12-14
IwlePAde n.Jiaiktl caMMUSdn 011 flan) OM= le bead,* OM, capable a2rdihalandIng121 Ib upIM at )dim 2 end 126lb •p
er jeele 1Q.
?) bun hes been "Ripped br IRO 1.0C4i and ANIM l 1.1105 pb5ng anode.
Lair. 69411.11"110/11fir
oboist bracing.
and 5A ref bobcat chord dead
C ASCE 743 par USCdICS011
let 1.30, and Out pima grip Increase 1s
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03/25/1999` 2'2:19 6255180
1
ITER t JNCRETE CONSPAG£ 01
/&fl:
Hunter
Concrete Construction
PROPOSAL/CONTRACT
1 4
1.! . POSAL SUBMITTED TO:
Leslie Hope 9/715-'o•,5
WORK TO BE PERFORMED AT;
Hope Residence
/...esb e
DATE: March 25, 11099
1. We hereby propose to perform the labor and sappy the materlah for the completion of:
A. Mono Slab 24'x40'
B. Sidewalk Patios 432 sq.ft. 4" thick
t a All dirt worst . fine grade, and survey points to be completed by other eoetraetors.
lb. All dirt work to be within (pins or minus i").
1a All fine grade to be within (phis or minus 112")
2.liVe propose bereby to complete In accordance wltb above specification, for the Mil On
` S5055.00
24 Additional cost to expo c .we garcpaee of the 432 sq. ft. sidewalk and patios will be S220.00
3. Payment to be made as follows:
• 3a. PROGRESSIVE PAYMENT shall be made monthly. PAYMENT IS due woo receipt of
h, oice and no later than 30 days past work performed in that period of time.
3b. tf ell work is completed in a snooks period of time, PAYMENT is due co later titan 30
da4n past the completiiost of protect.
4. MI material Is permitted to be as specified. MI work is to be completed lo a workmanlike
minaer accordbag to standard practices. Any alteration or deviation from the specification
brrolvI* extra cost will be dose of ly open written otters, and wiB become au eats charge over and
ave ON indent.. Hooter Concrete Caaatructloe represents that its workers are hay coveted by
Wbrkaicn's Compensation and we carry public Liability iasrrance: oweerIclient to carry lire,
tornado, and other casualty immix, o Iess specifically provided for in bid
S. outer Concrete Caustrocdou shall not be liable for any delay in the perfbrvsaace hereof is inch
obeli be due to Ams, strikes, disputes with workanen. delays la transportation, delays caused
by supper, governmental demands or requlremeats or any canoes whatsoever beyond the
e control of Heater Ceucrete Coastrredoo. The existence of any such cause of ddays a0esl
the time of performance by the length of such delay.
6. Owner/ Client agrees that in the event of any payaent or part thereof doe hereunder is not paid
thirty days of tate the same shall become doe, such unpaid balance shall bear interest foes
dee date at the ra! - 1 _:�: �r (i11•�L A.P.R.)
P.O. an 402 • RIIM,Coloodo MOO • (OTO) O2441110
r . 'd3/25/1999� 22:19 6255169
HUNTER CONCRETE CONS PAGE 02
7..Owerlclknt agrees to pay all attorney's fres and expenses incurred by Banter Concrete
Coostractiaa in a foseiag of any of owner/diens' obligations aider this proposal, or buoyed b
dieting is width offeror shall, without its fault, become Involved parsaaat to, thievgb, or as a resaN
of this proposal, or incurred is Connection with prosecuting or defending any meebak's lien
foreclosure action involving this proposal, iavoMng the subject matter hereof, or involving lay other
rights at offeror in coueectioa herewith.
11. -this proposal is and does constitute and offer of contract between the parties hereto on the terms
provided. Mb propouiIiend offer may be accepted and the formation of said contract
by ownemcnent• r execution of the "Acceptance of proposal" provided below and the
r of sods executed "Acceptance of Proposal" by Banter Concrete Contractba within 30 days
from the data hereof. Amy attempted acceptance made, after the expiration of the time period stated,
shall constitute a cosuuter otfet.
SIGNED T 4 DAY OefilAr A.D. 19 crii
Hammer Concrete Coostractioa, Offeror:
hal
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Timothy or Rhonda Banter Owners
ACCEPTANCE OF PROPOSAL
i The foregoing proposal and offer, together with a0 specific condition, teras, and provisions
rot, lo beroby accepted by the enderdgaed owner/client. Hunter Concrete Construction is
to perform the work specified.
Dike ofAcceptance: OwaerlCfleat, Offeree:
essulie-r�
trY/"Atichevrli•dat.i "vii!,i4A
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RFIELD COUNTY, Ca 0000
b $d Ar
ued•rl . 6 q ea,. ,„•.Aet'�nit:No . .1� t , .,:,
• �y ,,.'; i..":k'R ' AGRE.EISIENT, x �r . , •'. •. 4! ,S',:d'
n4f tbeJ •• *t J II •Permit, •the •applicant hef•eby agrees to coni ly with all
tat tns related to'thgzonin , Iocatioa; construction' and erection of the proposed
inch tlifsliertti t,is rated, and further, agrees that if the above, said regttlations
,binplikd`�!'ith i1n`t e.'zoning, location, erection.' and cQnstructichi of the above
rtiettale,lhe pernil may.then be revoked by !totiee froin -the County, Building •
d 1t1MEDMTELy._BECOMENUL L AND 'VOID. + ,. ”
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'Set6acks . Front .
'Side . ' Side ' Rear
• This Cato Must Be Posted •Stilt ib Plainly V`'{��` Frbtp The Street Until Final Inspection.
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...4,;„4,0,..,..:,,,f y f %' = 'INSPECTION RECORD
Eo ng i -� s 3 e'E"):/7 •
iSi r �.��
Fo 001106id
, ` round Plumbing i';, ,= , �-
Insulation. .,: • '
'l( ugh bang • ', •' Ir. ,"� - ; •
Drywall l ..
Y 5•
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4I il,l I :&Vent �•,' 4 *':
• t, + .lis
;' 1i iligT '.`.1` v r,,
Final; 'rj ..Z- 41 ',q ,� '.2-, fi4 .
Septic Kids!, , ,- _ ` •
tiiii.' r'
FFi'amin,Yg, . Q _ ::•`Q{g •A,�}-al
pud Doors f inn, laceand Windows
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'Notes: :'; , • , cr .
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Z-. F ' AF . .. ��'r,
; -ALL t,,i TEQ.ITEMS MIJST'BE INSPECTED AND APORO IEFO iE COVERING,-
x `WHET.1IIr .II TRRIOR..OR EXTERIO1f41,p1 f4ROR )N R}A �_ yEGROUND. .
'trl„r 'HIS PERI,
MI S NOT f1 ANSI! RABLE 4 '
Phone 9454159„0,. , 1,109! gth Street '`CountyCpurthousi4 Glenwood Springs, Colorado:
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bate By f 4$, t.
I PLACED OUTSWE , s Ea WITH CLEAR PLASTIC
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