HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY
BUILDING, SANITATION,
and PLANNING DEPARTMENT
109 8t3, Street, Suite 303
Glenwood Spring:, CO 81601(970) 945-8212
Job AddressC7t gy h o
Nature of Work Building Permit
No.7642
Use of Building 4 AiZ
Owner e-K14
ZI.ST) 1�
Contractor
CA., )0 CR
Amount of Permed •3 I 1 , j 1p
.9 ►‘A. -k- 23
1. 1 13 -
Date Le 116 j QO
1
Clerk
Aa_
GARFIELD COUNTY BUILDING PERMIT APPLICATION
TELEPHONE: (1170) 945-8212
GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO 3 $ 44 -500,3
�
" INSPECTION LINE: (970)411111110110
�7c
PERMIT NO. l P 4 a- PARCEL/SCHEDULE NO,
JOB ADDRESS:
Q(ffy Ped41! ni fuvl 1 c F (-Q o . 6f-/45-0
1
LOT NO. /6 Qy d I ? BLOCK NO. SUBDIVISION/EXEMPTION 2N r /e U ,I ;Q L,4-11
!
2
WN
OFJC `
+'C K CInr,I 4--, .e..-...—
ADDRESS .
p/�`1 %ed....�1
Pit: (9 7.0
lZT-,.J'7
WIC PIC
t r-26of't.,
3
COMPACTORSal r'
ADDRU1H:
Sem 4.....‘...S
�4.�.
I]C. }m:
c.L....t .
4
ARCHTIECT/ENGINE8l/�
ADDPFAB
PH:
EX No:
5
W . VT OF SUWDINO U , / ,,/
SQ. T. of tar
MOM
NO. OF FLOORS
6
USE OF RL IIHNO
CI p'n-ejiP
7
DE CRESE WORK:
J"
OALTERATLON WOVE OREAIOVE
8
�
CLAMOF WORK: DADDTON
9
OARAOF: MINGLE AOoUBLE CARPORT OSINCLE =COMM
10
0 DRIVEWAY PERMIT oON RITE SEWAGE DISPOSAL (SEPTIC) OSRE PLAN
VALUATION OF WORK- a AD)DSI$D VALUATlON3 /5 55c
SPECIAL CONDmoNS
A SEPARATE
COLORADO
THIS PERMIT
AUTHORIZED
WORK IS
AFTER WORK
1 HEREBY
KNOW THFE,
GOVERNING
HEREIN
AUTHORITY
LOCAL
CONSTRUCT'
Signature of
640-k
Building Dept.
NOTICE
ELECTRICAL PERMIT IS REQUIRED AND MUST RE ISSUED BY THE STATE OF
BECOMES NULL AND VOR) IF WORK OR CONSTRUCTION
IS NOT COMMENCED RTIHIN 180 DAYS, OR IF CONSTRUCTION OR
SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME',
1S COMMENCED.
CERTIFY THATI HAVE READ AND EXAMINED THIS APPLICATION AND
SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVEI
TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
LAW REtR1.ATING CONSTRUCTION OR THE PERFORMANCE OF
Date 9.::- ?d • 4v
PLAN CHECK FEE: 6.--"' f',�
yl
L
PERMIT FEE: �/� eZ 37. `_
,A/ J[
TOTAL. FEE:„..DATE PERMIT' ISSUED:
r q
39 I.
OCC: GROUP:
(j..—. ( CONST: TYPE: V — L I
ZONING:
SETBACKS
Culler, Contra,YDr or authorized agent A�. read and lm DO ca above.
' ., i ,,..4, /,., /
)HOME:
]SDS NO. & FEE:
ApprovaL'Data Planning Dept. Approval/Date
AGREEMENT
PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND!OR THE AGENT OF TICE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE A,
DETAILED ON PLANS AND SPECIFICATIONS SUBMtITED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT. THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED Bl
GARFIELD COUNTY PURSUANT TO AUTHORTfY GIVEN IN 3D.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULL.
COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROA'
THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TR
CORRECTION OF ERRORS IN SAID PIANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN F
VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF MS JURISDICTION.
THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTIT'UT'E AN ACCEPTANCE OF AN”
RESPONSIBI,TTIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND LvIPLEMENTATIO'
DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPOR
OF THE OWNERS INTEREST.
orm.003 . - 1 I RE.PyYACKNOWLEDC;E THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (INITIAL)
3Cloci
The following items are required by Garfield County for a final inspection:
1. A final 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 wash bowl, 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
(C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE
CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION
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 #
Signature Date
bpcont
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owl(36 = gGY
F64 ix /r, /5,s -5 -ado
/54
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•
OFFIOiAL SEAL
GLORIA J VAUGHAN
NOTARY PUBLIC - OREGON
COMMISSION NO. 321822
IIT COMM I ES IINIOI 22 2803
1111111111111111111111111111111111111111111111111111111
544912 05/04/1999 12:37P 81127 P806 M ALSDORF
1 of 1 R 6.00 D 12.90 GARFIELD COUNTY CO
WARRANTY DEED
Recorder.
THIS DEED, Made this 30th day of APRIL
1999, between
MUREL K. BENSON
of the County of ✓ .-%r,>'li / I
4
Ore on
, grantor, and
RICKY D. CHRISTNER AND KARLA D. CHRISTNER
AS JOINT TENANTS, WITH FULL RIGHTS OF SURVIVORSHIP,
whose legal address is 0184 REMINGTON, RIFLE, CO 81650
of the County of GARFIELD
WITNESSETH, That the grantor for and in consideration of the sum of
***ONE HUNDRED TWENTY NINE THOUSAND AND N0/100***
and State of
and State of Colorado, grantee:
DOLLARS,
the receipt and sufficiency of which is hereby acknowledged, bas grimed, bargained, sold and conveyed, and by these presents does grant, bargain, sell,
convey and confirm, unto the grantee, his heirs and assigns forever, all the real property together with improvements, if any, situate, lying and being in the
County of GARFIELD and State of Colorado described as follows:
LOTS 16 AND 17
BLOCK 2
RIFLE VILLAGE SOUTH SUBDIVISION, FIRST FILING
as known by street and number as:
0184 REMINGTON, RIFLE, CO
TOO131Htt with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and
reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, tide, interest, claim and demand whatsoever of the
grantor, either in law or equity, of, in, and to the above bargained premises, with the hereditaments and appurtenances.
TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the grantee, his heirs and assigns
furcver. And the grantor, for himself, his heirs, and personal representatives, docs covenant, grant, bargain, and agree to and with the grantee, his heirs and
assigns, that at the time of the enaealing and delivery of these presents, he is well seized of the premisea above conveyed, bas good, sure, perfect, absolute
and indefeasible estate of Inheritance, in law, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell and convey the sane
in manner and form as aforesaid, and that the same arc free and clear from all fortncr sad other grants, bargains, sales, Hens, taxes, assessments,
cnctmabrawceeand restrlctionsofwhatever kind ornature soever,except general taxes and assessments for the year
1999 and subsequent years, U. S. Patent reservations, any and all prior mineral
reservations, easements, rights of way and restrictions of record
The grantor shall and wilt WARRANT AND FOREVER DEFEND the above -bargained premises in the quiet and peaceable possession of the grantee,
his help and assigns, against all and every person or persons lawfully claiming the whole or any part thereof. The singular number shall include the plural
the plural the singular, and the use of any gender shall be applicable to all genders.
IN WITNESS WHEREOF, the grantor has executed this deed on the date set forth above.
/777‘44, 4
MUREL K. BENSON
sTATBOFCbailAU OREGON
County of Umatilla
}
}
The foregoing instrument was acknowledged before me this
by MUREL K. BENSON
My commission expires 3 / l 003
Commonwealth File No. 9902041
SS.
day of
APRIL
Witness my hand and official seal.
19 99
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-AseAT tee —Train
Overholt truss. DO* CO. 81418
1-0-0
.0 32 s Jun 9 1998 NNTek tndus.rfes, Inc. Tue Aug 04 10:21:241996 Page
12.04 I 244-0 F54.9
12-0-0
PR&.ENGINEERED12A-D,-0-0
kARFTRUSSESVE ENGINEERING FOR INSPECT`a
AT TIDE OF FRAME INSPEIOR
2x411 1 2x411
8 2x4 11
2x4 11
24-0-0
24-0-0
,tea Offset* (X.Y): 118:0-3-0.0s�1
LOADING (psi)
Pe TOLL 40.0
TOOL 10.0
BOLL 0.0
BOOL 10.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code UBC/1CBO
CSI
TC 0.19
BC 0.07
WB 0.10
t
DEFL (In) Boo) Udell
Vert(LL) n/a - rJa
Vert(TL) 0.01 1 )999
Horz(TL) 0.00 n/a
1st LCLLMin Udetl■240
PLATES GRIP
M20 128/94
Weight: 79 Ib
LIMBER
TOP CHORD 2 X 4 SPF 1650F 1.6E
B OT CHORD 2 X 4 SPF 1650F 1.5E
OTHERS 2 X 4 WW Stud
BRACING
TOP CHORD Sheathed or 644 on center pudin spacing.
BOT CHORD Rigid ceiling directly applied or 8-0-0 on center bracing.
REACTIONS (Ibrslze) 2-338/24-0.0,18.223/24-0-0,12■336/24-0-0,19E235/24-0-0, 20.259/24-0-0, 21E161124-0-0, 22■434/24-0-0,17#235/24,0-0,16-259/240-0,
15E161/244-0, 14E434/24-0-0
Max Hors 2■10000W nese 2),12--100(load case 3)
Max Up111120-61(loed case 2),12=-81(Icad case 3),19■-44(load case 2), 20•-49(load case 2), 21=-37(load case 2), 22•-72(load case 2).17•-44(load cite 3),
180-49(loed case 3),15•-37(ioad case 3),14--72(load case 3)
Max Grav190244(load case 5), 20.259(loed case 1), 21■161(load case 5), 22■434(load case 5),17•244(bad ease 5),16E259(lo0d ease 1),15.161(bad ease 6),
14.434(loed case 6)
FORCES (Ib) - First Load Case Only
TOP CHORD 1.2.29, 2.3-35, 3.4•-78, 4-5--59.5.8-43, 6-7•-02, 7.8+42, 8.9-43, 9.10•-59,10.11--78,11-12••94, 12-13-29
B OT CHORD 2-22.0, 21.22.0, 20.21.0,19.20.0,18-19--0, 17-18.0,18-17+0,15-18.0, 14.15-0,12-14-0
WEBS 7.18.-182, 619+-197, 5.20•-213, 4-21--145, 3-22.340, 8 -17■ -197, 9-16••-213,10.15--145, 11-14--340
NOTES
1)TNs buss has been checked for unbalanced loading conditions.
2) Al plates are 1/20 plates unless otherwise indicated.
3) Gable requires continuous bottom chord bearing.
4) Gable etude spewed at 2-00 on center.
6) , For studs exposed 1p wind, sea Mask "Standard Gable End Detail"
6) Provide mactadoal connection (by others) of these 10 bearing plate capable of withstanding 81 Ib uplift et joint 2, 81 Ib uplift al
Joint iZ 44 Joint uplift at
19,
j49ti l5 an 72 lb upll, a lb
o 14 al joint 21, 72 lb uplift at joint 22, 44 m uplift at joint 17, 49 Ib
tip1M at 7) This truss has been designed for both UBC -94 and ANSI/TPI 1.1995 plating criteria.
LOAD CASE(S) Standard
A WARNING - Vet* design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE.
Design valid for use only with UMW connectors. This design Is based only upon parameters shown. and Is for an Individual
bu8dnp component lo be Yntaned and ended verlically. Applicability of design parameters and proper incorporation a
mambo a 1 nepononsi r bt4idirra} designer - not trues designer. Bracincrash shown is la sp lateral support or of individual web
mambo aNy. AdtMMpnMI worm txacNq b insure stability during oonsinrcUon is the responsibility d the erector. Additional
pemansre (rragrp of the overlie slnfclure ie the reeponibility of the building designer. For general guidence regarding
labr4 moV, guilty eaiaol. corps. delivery. sreosmt, and bracing, consult OST -88 Quality Standard, DSB-D Bracing
lipeolicallon, and H1841 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 883 0' MITek Industries, Inc.
Anerib Drlws lladisoq, WI 53719
AUG 05 1998
Truss
Truss Type
Qty rty
SUTHERLANDS8452152
7-7'N"
SUTH,
01
FINK
16
Overholt truss. DO* CO. 81418
1-0-0
.0 32 s Jun 9 1998 NNTek tndus.rfes, Inc. Tue Aug 04 10:21:241996 Page
12.04 I 244-0 F54.9
12-0-0
PR&.ENGINEERED12A-D,-0-0
kARFTRUSSESVE ENGINEERING FOR INSPECT`a
AT TIDE OF FRAME INSPEIOR
2x411 1 2x411
8 2x4 11
2x4 11
24-0-0
24-0-0
,tea Offset* (X.Y): 118:0-3-0.0s�1
LOADING (psi)
Pe TOLL 40.0
TOOL 10.0
BOLL 0.0
BOOL 10.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code UBC/1CBO
CSI
TC 0.19
BC 0.07
WB 0.10
t
DEFL (In) Boo) Udell
Vert(LL) n/a - rJa
Vert(TL) 0.01 1 )999
Horz(TL) 0.00 n/a
1st LCLLMin Udetl■240
PLATES GRIP
M20 128/94
Weight: 79 Ib
LIMBER
TOP CHORD 2 X 4 SPF 1650F 1.6E
B OT CHORD 2 X 4 SPF 1650F 1.5E
OTHERS 2 X 4 WW Stud
BRACING
TOP CHORD Sheathed or 644 on center pudin spacing.
BOT CHORD Rigid ceiling directly applied or 8-0-0 on center bracing.
REACTIONS (Ibrslze) 2-338/24-0.0,18.223/24-0-0,12■336/24-0-0,19E235/24-0-0, 20.259/24-0-0, 21E161124-0-0, 22■434/24-0-0,17#235/24,0-0,16-259/240-0,
15E161/244-0, 14E434/24-0-0
Max Hors 2■10000W nese 2),12--100(load case 3)
Max Up111120-61(loed case 2),12=-81(Icad case 3),19■-44(load case 2), 20•-49(load case 2), 21=-37(load case 2), 22•-72(load case 2).17•-44(load cite 3),
180-49(loed case 3),15•-37(ioad case 3),14--72(load case 3)
Max Grav190244(load case 5), 20.259(loed case 1), 21■161(load case 5), 22■434(load case 5),17•244(bad ease 5),16E259(lo0d ease 1),15.161(bad ease 6),
14.434(loed case 6)
FORCES (Ib) - First Load Case Only
TOP CHORD 1.2.29, 2.3-35, 3.4•-78, 4-5--59.5.8-43, 6-7•-02, 7.8+42, 8.9-43, 9.10•-59,10.11--78,11-12••94, 12-13-29
B OT CHORD 2-22.0, 21.22.0, 20.21.0,19.20.0,18-19--0, 17-18.0,18-17+0,15-18.0, 14.15-0,12-14-0
WEBS 7.18.-182, 619+-197, 5.20•-213, 4-21--145, 3-22.340, 8 -17■ -197, 9-16••-213,10.15--145, 11-14--340
NOTES
1)TNs buss has been checked for unbalanced loading conditions.
2) Al plates are 1/20 plates unless otherwise indicated.
3) Gable requires continuous bottom chord bearing.
4) Gable etude spewed at 2-00 on center.
6) , For studs exposed 1p wind, sea Mask "Standard Gable End Detail"
6) Provide mactadoal connection (by others) of these 10 bearing plate capable of withstanding 81 Ib uplift et joint 2, 81 Ib uplift al
Joint iZ 44 Joint uplift at
19,
j49ti l5 an 72 lb upll, a lb
o 14 al joint 21, 72 lb uplift at joint 22, 44 m uplift at joint 17, 49 Ib
tip1M at 7) This truss has been designed for both UBC -94 and ANSI/TPI 1.1995 plating criteria.
LOAD CASE(S) Standard
A WARNING - Vet* design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE.
Design valid for use only with UMW connectors. This design Is based only upon parameters shown. and Is for an Individual
bu8dnp component lo be Yntaned and ended verlically. Applicability of design parameters and proper incorporation a
mambo a 1 nepononsi r bt4idirra} designer - not trues designer. Bracincrash shown is la sp lateral support or of individual web
mambo aNy. AdtMMpnMI worm txacNq b insure stability during oonsinrcUon is the responsibility d the erector. Additional
pemansre (rragrp of the overlie slnfclure ie the reeponibility of the building designer. For general guidence regarding
labr4 moV, guilty eaiaol. corps. delivery. sreosmt, and bracing, consult OST -88 Quality Standard, DSB-D Bracing
lipeolicallon, and H1841 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 883 0' MITek Industries, Inc.
Anerib Drlws lladisoq, WI 53719
AUG 05 1998
,.`.' ,
D136SUTiH
-Trues
Ti
Truss Type
FINK
Qq
80
Ply
1
SUTHERLANDS
R462153
Overholt truss- Delta CO. 111416
F.1.04I
1-0-0
6-4-14
12-0-0
.v ac a warn a ra>o MI O6 rrWublrres, nnc. t ue aug 04 10:21:25 1996 Page 1
17-7-2
6-4-14
1
5x8•-
4.00F1
8-3-4
8-3-4
5-7-2
4x4=
5-7-2
4
24-0-0
6-4-14
2x<�i
S 5
&fr\AI
10 9
3x5=
3x5=
15-8-12
3x5=
7-5-8
24-0-0
8-3-4
5x8=
Plate Offsets (X,Y): [2:0-37,edgeU6 0.3 -],edge]
LOADING (psi)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code UBC/1CBO
CSI
TC 0.69
BC 0.75
WB 0.54
DEFL (in) poo) I/defl
Vert(LL) -021 10 1.999
Vert(TL) -0.40 8-10 >703
Horz(TL) 0.10 6 We
1st LC LL Min Lida . 240
PLATES GRIP
M20 128/94
Weight: 74 Ib
LUMBER
TOP CHORD 2 X 4 SPF 1050F 1.5E
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 WW Stud
REACTIONS (Ib/slze) 2.153710.3.8, 8.1537/0.3-8
Max Hou 2=18(load case 2)
Max UplIR2-268(load case 2), 5•-268(load case 3)
•
FORCES (Ib) • First Load Case Only
TOP CHORD 1.2.15, 240.3163, 3.4•-2735, 4-50-2735, 5-503163, 6.7-15
BOT CHORD 2.10.2989, 9-10.2058, 8.9+2058, 8.8.2989
WEBS 3.10-479, 4.10.790, 4-8.790, 5.54-579
. BRACING
TOP CHORD Sheathed or 3.0-5 on center purlin spacing.
BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing.
NOTES
1) This truss hes been checked for unbalanced loading conditions.
2) This truss hes been designed for the wind bads generated by 80 mph winds at 2511 above ground level. using 5.0 psf top chord
dead load and 5.0 psf bottom chord dead Ioad, 100 mi from hurricane oceanline, on an occupancy category!, condition I
enclosed building, of dimensions 45 f1 by 2411 with exposure C ASCE 7-93 per UBC4CBO If end verticals or cantilevers exist,
they are exposed to wind. if porches exist, they are riot exposed to wind. The lumber DOL increase is 1.33, and the pixie grip
Increase 141.33
3) A11 plales are WO plates unless otherwise indicated.
4) uplift
Provide me nkat connection (by others) of truss to bearing plate capable of withstanding 268 Ib uplift at joint 2 and 268 Ib
st 5) This !rues has been designed for both UBC -94 and ANSVTPI 1.1995 plating criteria.
LOAD CASE(-) Standard
, WARNING - i rrify design parameters and READ NOTES ON THIS AND REVERSE SII )E BEFORE USE.
sign veld for use only Mitt ' KTak connectors. This design i8 based only upon parameters shown, and is for an Individual
tang component to be installed and loaded vertically. Applicability of design parameters and proper intorporalion of maow,.
rponef 1 ie responsibility of building designer • not Wes designer. Bracing shown Is for lateral support of individual web
cabers only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional
milord Wooing of the overall structure Is the responsibility of the building designer. For general guidance regarding
dation, gusty control, storage, delivery, erection, and bracing, consult OST -98 Quality Standard, DSB-89 Bracing
sotllosHpn, and 10841 Handling Installing and Bracing Recommendation available from' Dues Plate Institute, 583 D' MMTek Industries, inc.
*Ho Oriva, *Wagon, WI' SJrre
AUG 05 1998
rN-T.1tJ.1777 u•kJ rlI
AUG29 '8B B5t t9 AM SUTHERLAND. LUMBER CO.
•
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LINCOLN 1 COUNCIL BUMPS
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HEAGSRi - BEI TAILS
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DOUBLE GARAGE
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DOUBLE GARAGE
24 x S`' TWO DOOMS
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#4 @ 18."
#4 ® 18."
2—#4 top
Pressure Treated or Red Woo
psi. Fy= 40000. psi
Vert ® CL
Horiz
and bottom .of wolf
2 Re -Bars Above and Below All Openings
BOND BREAKER
Minimum, 4" CONC. SLAB
Z:11_
#4 HORIZ. AS SHOWN
1/2" X14" Anchor Bolts 6' centers,
2 in each board, & 1' from .:ach end
11'
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Damproof Below Grade
�a
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ALTERNATE DIRECTION OF LEGS
Drain Pipe to Daylight
1 •
•
16"
Garfield County
Basic Foundation Wall Design
Same pattern Re -Bar 8' Or 4'
Dec. 1,1996
3WI Lk CAA aAfT (A)
4i S' 114 or -444440
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p,Lw4T
N YfAci RC(2-""I 41;17- 9 yb-�3 S 3'742-03
J
CARFIELD COUNTY
BUILDING, SANITATION,
and PLANNING DEPARTMENT
109 8th, Street, Suite 303
Glenwood Spring, CO 81601(970) 945.8212
Job Addressfl %t 4R]'YlLCfl. i I�l l- OD
Nature of Work Building Permit
rani -a -tot !'/g - stool -0$ - °AS
No.7642
Use of Building 4 AR >acl--
owner t4 i is til=
Contractor r_lt,,,Q
Amami of PermitS
--P.t ..-k- 231. a
P.Qcw‘ ../211_,
-I-bit& 391.q(
391.gi,
GARFIELD COUNTY BUILDING PERMIT APPLICATION
GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO 38'4-$0Q;
INSPECTION LINE: (970)4SIIPERMIT NO. 7t 4 a- PARCEUSCI-EDULE NO. d' 10- at).&'t L? -S
TELPAHONE: (170)945-8111
LOB ADDRESS. o/ /1 / R(M'P,O f %UY1 'Q I F r 4 Co • Pero
1
WT NO. /4 a.. el t 7 BLOCK NO. 2 SUBDIVISIONIECEMITION te`Y /e U: IHLf! .1„,.. 4. a
2
0R1Q�NC K CLr.1 71., .d.,.—
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1" MO ...114.441.411 .
Seal Sc.
4
AtA144C011411114114.
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9
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0.4.10404 04081
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/ 55-..
YMUATW a WON( 1 AD&S1 VAU,ADS 1 /5, 1 )
( V
.1444.1.RC.1444.1.C014011101.11C014011101.11J
A SEPARATE
COCOLORADOJT
THIS PERMIT
AUTHORIZED
WORK IS
AFTER WORK
1 HEREBY
KNOW THE
CC/VEINING
HEREIN
AUTHORITY
LOCAL
CONSTRLCTI
NOTICE^
51FS.TRICAI PERM rt IS RFgY.RLD AND ARM BE ISSUED BY THE STATE OF
BECOMES NEIL AND VOID IF WORE OR CONSTRUCTION
1S NOT COMMENCED WITHIN 110 DAYS. OR I CONSTRUCTION OR
SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT MY TIME
15 COMMENCED
CERTIFY THAI WAVE READ AND EXAMINED THIS APPLICATION AND
SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS
THUS 7YPF. OF WORK WILL BE COMPILE -0 WITH WHETHER SPECIFIED
OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE
TO VIOLATE OR CANCER. THE PROVISIONS OF ANY OTHER STATE OR
LAW RE.IRTAI D40 CONSTRUCTION OR THE PERFORMANCE OF
Oa
_Rap
'-
PLAN CHECK FEE.: IS—hJ : 1 I`t/ al
t
PERMIT }EC ? a ��. z S
TOTAL FEE.! DATE PERMIT ISSUER)
39 i. 6
OCC: MOLT. /_ J CONST: TPE• + / _ A /
U..-
(�j 1 V /�
ZONING
SEI BACKS
S�(pwwe�of00,ia.
j(`_Q�
8.ds.e Deo
Ptwa
C.tnaor a wltaNmd sem _addAr
• '/ All �,., L _ 7'
�'
T,y1� HOME-
15C3 NO & FTE.
_
APPPTv11D.P PWRq N - Appnw>,VWa
AGREEMENT
PERMISSION 1S HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND,OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE
DETAILED ON PLANS AND SPECILTCATTONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
TN CONSIDERATION OF THE. ISSUANCE OF THE PERMIT. THE STONER HEREBY ACRIEES TO COMPLY WITH ALL BUILDING CODES AND LAND USE. REGULATIONS ADOPTED
GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.11.101 CRS AS AMENDED. THE SICKER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT PURR
COMPLIED WITH IN THE LOCATION. ERECTION. CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, TIS PERMIT MAY THEW BE REVOKED BY NOTICE FRU
THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID.
!TIE ISSUANCE OF A PERMIT BASED UPON PANS, SPECIFICATIONS AND OTHER DATA SHALL 1401 PREVENT TIS BUILDING OFFICIAL FROM DERFAPTER RP.QUIRB.'G T7
CORRECTION OF ERRORS W SAID PLANS, SPECIFICATIONS AND OTTER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN
VIOLATION OF TIES CODE OR ANY OTHER MU:VANCE OR REGULATION OF THIS JURISDICTION.
THE REVIEW OF 11E SUBMITTED PANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF AI
RESPONSIBILTITS OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR !HESE ITEMS AND A1PLBMENTAIIC
DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COM LENTS ARE INILNDFD TO BE CONSERVATIVE AND IN SIRED!
OF THE OWNERS MEREST.
m)ni p,•�1TNM' y II ACIWOW1EDEIE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE @PUCKD
e•
The following items are required by Garfield County for a final inspection:
1. A final 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 wash bowl, 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 ALE THE ABOVE
ITEMS HAVE BEEN COMPLETED.
**S*CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY
(C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE
CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION
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 # Z (? q Z .
526—O0
Date
bpcont
0.11AANt-t44,t Oaf
Cie( R`" ',` Arc
e.oN436_ g6v
at/ 0x it e , /5/ 5'5;2 do
a3 AS
41.39/.51‘.
my ea- as.t Afra. '2cn. -
3 1 "4 &t4 4, 6d}ced ?., a.nS Zrr ni
Chrren'/ LJUr/e an 44t-e./CCL.
Apt issuAt J
61•~4. pea) HI Cent a a4Ared ...tit 7- of Mt-
gu,id y t. 2 Cs. 7sad- r4 dsxa
7Pm..t You ram 01/ yems r P.. ,:.,.4.
11111111111111111111111111111111111111! 01111111111 1111
x{612 66/04/1666 12:37P 61127 P606 R RLSDDRF
1 of 1 R 6.60 D 12.66 DRRPIELD COUNTY CO
THIS DEED, /dada Ws
WARRANTY DEED
3Dth
Recorder.
day of APRIL
1999, between
MOREL K. BENSON
of the Crony of fAvr ///4
O4Ozil i:ranwr, d
RICKY D. CHRISTNER MD KARLA D. CHRISTNER
AS JOINT TENANTS, WITH SUIT RIGHTS Of S1lRVI VCRSH1 P,
end Sura of
same NMI 'Wow is 0189 REMINGTON, RIPLE, CO 81650
of the Crony of GARFIELD aro Slam of Colorado, grantee:
W77NPSS87A, The am nese for and In consideration of the Mom of
'"WE RIMMED NEWT NINE TAWSAID MD NO/100***
tie runup d abkacy el NEER Y SrNY a.`-. DOLLARS,
Wad. a artier, Waebed. Mea d emvgtl, d yews Parr do pout Mrplo, Yt. u4
convey d ambit w the snow, Ws heirs d rape lalwar..11 to nab peony teeter silt Y9aava eau. N au, Mara. Wog d heed in the
Caenb of GARFIELD d SwF or Caando darted a follows.
LOTS 16 AND 17
BLOCK 2
RIFLE VILLAGE SOUTH SUBDIVISION, FIRST PILING
a Mew bY nowt d Rumba s' 0184 REMINGTON, RIFLE, CO
TOOkTHER Me N d Elsa the mnxbumaN and Espaanaa limo belmtba. or h myrkc appnullag. d W reversion or
minnow ra.Yder d recosbotte. rase. Waal as pato Swot. d W h ewe, relit. OR. dre dew d deed sbeavor of 6w
stow, Sher Y law or ewes. of. S. d to 4a Nova buphN preke. et it beedk®as d eppenmmru
TO HAVE AND TO HOLD Se d paid Non berpSn d dwrSad. am 5. Teat a. two to p... m bele d mesas
(erne As 6s pram, for Weak. W ban, d mums] aprwrudw, does omega. pee. beta d Mem to d *Rh da /,aero, lie Wen and
—Ws. dui at 6e ms of 6w manta d Minty of M par, W k well abed of b manta above emegsd, m pd. ern. Jetts Halals
NA IodeMSb end of beSekmre, h ta, Y to Maple. d be seed nit, tall peer d WW1 satmlb to pa hula rel d mom the r
In mace we lore a .torsed, d ser to eau an fee d car ha as roma d other pa baps, Mala, lla, taxa. aatlmon.
enaaWaar derklece sten bbd Nada amae, nap general taxes and assessments for the year
1999 and subsequent years, U. S. Patent reservations, any and all prior mineral
reservations, easements, rights of way and restrictions of record
Ike motor eel d WI WARRANTAND FOREVER DEPEND Ss ebwsbalpmed pia h de Pa d peaNfe poawla or Sc irate.
W Sin d edam. Year .1 d wary peon or pew lawfully sante Y snot a my pan thereof. The Neat mea Yell baud. 6e plural
Se plural Se Saler, d the a of reg Sender til be applicable to all poen.
114 %mass WRER137F. h Inoue be earned W dad en Se date w fort above.
x mak %---
MUREL K. BENSON
st*moP 06K6IW4 OREGON
i as
Cwmyat Umatilla
The foregoing Instrument rte aekmvbdged before ns this
by MOREL K. BENSON
My canatieion expires
3/amoo3
Commutates Poe No 99070.1
/J/ / /7•L
1
rO -
GLORIA OFFICIAL
NOTARY PUBLIC • OREGON
COMMISSION NO. 321822
W 011W1918 WWI NAI MEW
day of APRIL 19 99
Warr my had and oStial real
®i.
oury Public
432
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•
SUTHERLAND LUMBER MI - •618 267 7886
.Iv' 1 •a :fln 4.fl1S LIatt. Nc, 4711
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JOUI3LIE GARA
1 204'x s .� . _r
....c'Fj
p ....„
/ TWO t x `1' GARAGE -1
.. 040RS • '-
t.m PREFA51IC.MTE1a .e'RUSSEAPPROVED •
.. 1b 11U'RD
-�'1lW. • ""Ptt^°"fi.
GMUMI D COUNTY
DICPARTMLN. '
t UM inttatatigerinatigi‘Arat 'DS
COPY
1 •. PNPIC1 ON tumo r
1s PLANE ON M
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BOLO tat
PPPPPP SJUu JA4in$.
nit
lirtsttl ' -wen sea,
11p�.11".
01263UTH
Truss
61
Truss Type
FINK
Oty
10
PN
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SUTHERLANDB
8462152
OsHa11 Was.0 0s CO. 51415
24.0-0
12-0-0 PRE-ENGINEERED RF TRUSSES
HAVE ENGINEERING FOR INSPECTOR
AT TMt OF FRAME INSPECTION
2.411 1 2.411
P49
1-0-0
A4 II 2.4 N A4 II 244 II 540= 2.4 11 2.4 II 2.4 11 24411
24-0.0
24.0.0
meela m2.: 1 6AJ-0A1-01
LOADING (pa)
TOLL 400
TOOL 10.0
BOLL 0.0
BOOL 10.0
SPACING 2.00 Cel DEPL ON floc) Vdeft
Pions Incense 1.16 TC 0.19 VM(LL) to - 1114
Lumbar Mian 1.16 BC 0.07 Val(TL) 0.01 1 >999
Rap Stas M YES WB 0.10 Hon(TL) 0.00 ads
Coda USC4000 Dann 1s1LC LL wnVda6. 240
PLATES GRIP
Alto 128114
Weight: 79 b
LL661®1 BRACING
TOPCOMO 2 %4 SPR 1160D 1,6E TOP CHORD SAssdwd a 600 an a perms sparing.
BOT 040120 21(4 SPR 1060121AE 60T CHORD Rigid calling directly nand or 600 on ianta toning.
011lM 2x4 WW61vd
REACTIONS (16144.) 2.3362400,15.22312400,12.33824 -00.190235/24 -GO. 20-259/74-G0. 210161,24a.
15.1611240-0.14.434124-0 0
Mn Hua 2.10009ed can 2), 12.-1000osd ono 3)
Mo Upf2•4110nd Ness 2).12•419isd cue 3).190-440ad ase 2). 20449(btl an 2), 210-37(losd can 2), 22•-720o 6 ow 2).17•-44(bad 41463).
15--49(bed sees 3). 16.17(1010 ass 3). 14•4200011 sea 3)
Max Wev19.244 ked ono I, 20•2l90kad an 1). 2141610osd as 5), 22•434(ad as 5), 17•2440ad one 6).16•269(Iosd as 1), 16.1616nd ease 6),
14.1740bsd Dees 6)
M RCSS 0b) - PIM Lead Cees On/
TOP CHORD 1.2•29.24O6, 3.4•-75, 4-60-59,11-0•413,01-7•42, 7.5042, sea. 94 04-59. 10-110.76.11-198-94. 12-13.29
BOY WORD 2-22=0, 21-2240, 20'21.0,1620.0.15-19•-0,17.1500,1617.0,1615-0,1419.0.12.14.0
WSW 7.150.162, 619•-197,620•-213,421•-146, 3-22.140, 617•-197, 9-16•-213,1016.145.11.14.340
MT'S
DTNe Inas Ms bola Musalbd for lelbehaed biding conditions.
2) Al pbW as IMO pMss unless o6l02vAa bdcstad.
3) Gable mass labia iaa baean shad budng.
adds studs spud M 240 sn Saler.
Q Pa stile aped t'i d, see MTsk'Sgndutd O.bl. End Osier
6) Plaids RHallrdaM oaeoo0 n (by dims) d Yuen b Sodas POW apabb of alt sindlrp 51 b up M M j 2, 61 lb uplift 51
JMe412,44b opal et Jon 19.49bup191MOrd 20,37buplift MJdM21.72Ibuplift a)old22,Mbuplift aIola 17,49b
apt%MJoYSl537b wig spire SI end 720 spiel MOWN.
7)T1denes ken been designed tar bob USC -94 end NISVTPI 1.1996 nary ands.
LOADCASE(S) 6lendrd
,L WARNING - Vert eS' perrennen wad READ NOTES ON THIS AND REVERSE SIDE BEFORE USEn.
Ndkr .o, y'•tM SINS
114 War Y Awl at pasnMr. stows und Y kr n MW,*
eatpommt 0 M baled slam* Poolic arty al deign s and Papam
YrWMl
'^ sl
minae* Y e.neraey a b/MO aps - not Ins dews. Enabp Ocw k b real roved ea baedaS web
sauSR 0N} SO mann boom in tare Web dun* aeneteluum b sr mnaasey a 10 .l.n emeoer
alnl/M M b aura Mixt* uMixt* Y b napant ly 01 M balding Gsh. Powood d pl d ts0••d^o
LnaaL Oa MINA S 0lewry, Coat\ and main. anus Orfal Amity a.nd.rd, 06541 Own*
6pe6Ye@a, as Isla Hood•g baoebe as @Nano Rea moan as table item Run Pleb @assn., GAG
drab D'50 Illiesia M 10710
MITek Mwlrrs, Yat.
AUG 05 1998
0136Strv4 T1
Owmoll trgn. Den. CO. 81415
Truss Type
FINK
an
1
SUTHERLAND.
R46215DI
6.4.14
12-0-0
4.0-32 s Jun 9 1998 h9Tek hldwlriss, Inc. Tut Aug 04 1621:26 1990 Pape 1
17.72
24-0-0
6414
6.7.2
404=
5-7.2
6414
631
63.4
15-612
7-5-8
24-0.0
614
{
P.1iallssls OVA' f2037,oda& f6:0.3-7.ed.
LOADING (pie)
TCLL 40.0
=IX 10.0
BCI. 0.0
SCOL 10.0
BRACING 248
1.15
CSL
TC 0.69
BC 0.75
WB 0.54
DEFL On) Qoc) Weft
Ver1Q.y 4.21 10 •999
Ved(TL) -0.40 6-10 •703
Hoa(Ty 0.10 6 nit
1st LO LL hint/del • 240
PLATES GRIP
AQO 128194
Weight: 7411,
Plates Mersne
Lumber Maness 1.15
Rep Strops Iron YES
Cods UBCACBO
LIMBER
TOP CHORD 2 X 4 BPP 1050P 1.5E
BOT CHORD 2X4 SPF1115OF1.SE
WEBS 2X4WW Stud
REACTIONS (Mb* 2.15374438, 0.15374.3-6
I0ss Hoa 2.1I(bed wee 2)
Mar Uptlfitn spese ease 2). 8s-266(losd cope 3)
PORCIB 1b) • FM Led Caw Only
TOP CHORD 1.2.15,141-3163, 3.4.4735, 48•.2735, 5.5.4163, 67.15
BOT CHORD 2.10.2950.0.10.2058, 6-902056.114•2939
WE15 3-10•-579.410.790, 4-6•7170. 6-6•479
B RACING
TOP CHORD Sheathed or 3.04 on center pelts spselnp.
B OT CHORD Rigid ceiling diradly applied or 108E on cantor bracing.
1OTBS
1) T1la Kos Mas been dlselad for unbalanced loading conditions.
2) 7704 buss las been dined 7w Ba rid beds parrralod by SO mph Winds M 25 5 above ground level, using 5.0 psf top chat
died load aid 6.0 pd Sham eked dead Iced, 103 ml from Iunirne awesome, on en occupancy winony I, condition I
ueldwd bolding, el dimwmbne 451 by 2411 with spouse C ASCE 7.93 per UBCACBO I end ver ort or cenllevlla edq.
they end *posed b vial. B booty. dot, Mayans not elpnead b wind. The lumber 1301.Increase la 1.33, ed the pee pip
Incas 41.33
3)AI plates we WO ptetss twins Walwte blAotled.
Q P tedde mssbar9eel dweeotton (by others) of buss lo bswtrg plate capable ot whhwnding 286 b split M john 2 sal 286 b
Ipel MJOWI.
5) This truss leas been dnlnrd for both UBC -04 end ANSVTPI 1.1995 Meting Mede.
LOAD CASEai) Sed.N
, WARNING - t:.6 4nirr paragon rad READ NOTES ON THIS AND REVERSE SIDE AlfFORE. USE.
O p Yale let Lee ady .an Wilk common Ma dralp Is hued *NY npan parenew ds perp, ea Is for an Individual
630 e^We14 pion wended fl Wed .snimity heaewry of design ppannNaa aro repot yrorpanan of
meet r releer.Eehy W WON acing ' no net designer. &ng pram Is lot Silva] p i 01 f&MWS wee
film RFS PROFS tenor brae, to bard rakNy Onirg eaelnclio l 1 W respond* d re pacer Adrenal
melt Waft o1 M ono& clam Y re Mpalrnly p te tubing dormer For general seem* regarding
'laid quay cores!. sang.. dmery, aaclbn did booing. corerA 007411Ouaaty Btendpd. Daae Braasg
e oMeena. ere MOM HIaS blW S.I sopa Snag Reeemsechrtion meals from hue Pato Wau,Al. w k• MITslt Industrie*. Inc.
ser wfvt ar.e.c., wr u710
AUG 05 1998
• r►+T.in.irry ei•G7rii
'6U6t"/ '/9 esti! •M_
•
SUTHERLAND. LUMBER CO.
.119 267 1311
IRl. U•O7
Pass 3
birinTiMf.B
24' x 3i' TWO gooRs
LINCOLN 1 COUNCIL BLUFFS
1
IINIotA{I ud+eul
WOO
IWO.0i
r
131 IXI TOP PLATT
HFA011R$ - 8E1 TASLB
1X+ OTurn 9 IL• aC,
PRIPASRICATRD TRW*
CJ r.1•II .n. L!i.■ 114
[•J:J 1:i N W1 1 �M''Lt10 IJ1.. 1y�y
•1182 a n 1"1'.1�w a 1.4
Sier
61'1. BB _ 1 (gal
i��'th l II,s�►ii
PISS
GAMMA, NON
OUT TO O11T 11CUNDATIOM WALLS
ti
vs'aA serLONu ' JtC Cot) Art'
ANe11om sem, g•-0. M 1 I , Req. 4' CONCERTO SLAB
$$4 GILL PLATE C.C.A. .3• lyw
w< B'4r►'FP l
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FII 4' SOLID
MASONRY UNDER
SILL PLATO
r CON
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TIMIS
It leal
'P11 NAL $HCTION
OPTIONA$, *ACTION
C" . SCALA 11111•44‘06 Ili f�4 �alli'1tfeLA711�1i 'lahf AM0
1111THODS.
FOMMI
OTTE* TO
WALL SECTION
lir II ditrot• _
r
IO
4'
111
1
OPTION is - rCTION
PALS 1O.IP
- MAY .16.1999 U: men
HUO.AI 'BB 15121 AM
f1U.401b7 r..117
WHIRL AND LUMBER CO. +212 227 SOBS p•2.
+ • "y4 , 1n2hC an��`�1Ce.lb 4711 ♦1.1 411 5111 . eras5
d N y DOUBLE ,GARAGE
24' x 361 ,TWO 1500148
COwH t COUNCIL 61.UPPS
Roof 6HUATHI10
VY Ara. er 4 It Pin
q B MILT
PIUIIIGLA$$ 61111101.10
more
51,1
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IMVIQs r
?AMA /OARd
t
1
i
PR9.PAO TAUS,
OIL 2/14 Top /LAT■
uAl4 GTO. • 0.O.
�WIND
NOTeb TO IMMO
'RErPAo TRIMS
G OLIII ¢
,� �i� ,•i
vo
1 ilP1ri
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Gr • 1 MOM 1680 C""
9$4 DOURL
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TRUSS► �"REATHENT
.... 1555 Lal 12•. ..4.n1 .
•
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- l' Y.18.1999 8109PM
AUBna, '$e 05121 AM
y.�
SUTHERLAND LUMBER CO, 4513 207 OlBS
P&J. bbl
1-.4/J
P. e
:v.. •
DOUBLE GARAGE ,
21' x 34' TWO 000R9
IA, LINCOLN 1 COUNCIL 130UFP3
•
END WALL FRAMING
'CALK' IM' -r-0
c^r:TIERuOR OoCR TIItM
APPROVED $IDRNG
PLATO
1*2 STOP
ODOR
MOOR
DOOR JAMB
sc*tN, rer-o. TTPRCAL. m. 0.01 flab WM
E 50O4 SORE Lee Resg,
Juin, SAYSl+ire\nr "iS'v..... mss... 1?IP --
.Auuai'01/6121 •M
Gum
:, 1
tr ..
/UTMIEULAMD LUMPIER CO.
A, LINCOLN 4 COUNCIL SLUFPS
+/[f 237 6311
r. N
P111
1
DOUBLE GAIC4GE
24' x 3l' TWO DOORS
•
SIDE, WALL FRAMING
SCAM
SCM! /4 4I -D Oaf K OA, ra if we.
r:
4
11.1
ENCS UJAI-I. FRAMING
4 1611
PA U$w. •
•
• . •
8" CONC.
f'c= 3000.
#4 0 18."
#4 0 18."
2—#4 top
Pressure Treated or Red Woo
psi, Fy= 40000. psi
Vert 0 CL
Horiz
and bottom of wall
2 Re -Bars Above and Below All Openings
BOND BREAKER
Minimum, 4" CONC. SLAB
/-Y
112" X10" Anchor Bolts 6' centers,
in each board, & 1' from .ach end
•
• ,' ; DamproofBelowGrade
GRADE /� `°
j &hSGMeh t
.10
. rico
t•
r
t I�
f.
r, `
/ i.
r
•
SFr
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r
4,
I
•
p4 HORIZ. AS SHOWN
•
,•
•
•
e
-
•
tiw
40
i
.5
ALTERNATE DIRECTION OF LEGS
Drain Pipe to Daylight
16"
a•
Garfield County
Basic Foundation Wall Design
Same pattern Re -Bar 8' Or 4'
Dec. 1,1996
No. 76,112_
Assessor's Parcel No.
p ca -Tri.
BUILDING PERMIT CARD
Job Address 0! gel Pim! pant 5 /Fa a
Date eta -7‘,—oc7
Owner C4ill /STrt! F R P/c -X Address 0/ lit,vJvv%7aa? Phone #."n4
Contractor Dui t•! -CIL Address Phone #
Setbacks: FrontRear RH LH Zoning
G arga-ci R.
Soils Test
Footing /0.27-00
Foundation G •.22.01 )�20
Grout
Underground Plumbing
Rough Plumbing
Framing S-9-06
Insulation 10-
Roofing
Drywall //-7—o6*,a
Gas Piping
INSPECTIONS
Weatherproofing
Mechanical
Electrical Rough (State)
Electri al Final State) / 10-/7-0& �t
Final -z 'C6 hecklist Completed?
Certificate Occupancy #
Date
Septic System # Pi/
Date
Final
Other
NOTES /-a;(-b..St4--k&Ntc.fugAe „•i
0 9 — -) tee
9. z4-01(continue on back)
P410 ?Sit rw r ? To feleam
9"21'. Q3 $.'34..)-5
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE. REQ! IRI -I) FOR I\ N111 ( IONti
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued..4,p.ned Area Permit No 7G q Z
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 proposed
structure for which this permit is granted, and further agrees that if the above said regulations
are not fully complied with in the zoning, location, erection and construction of the above
described structure, the permit may then be revoked by notice from the County Building
Inspector and IMMEDIATELY BECOME NULL AND VOID.
Use`. al I? AC L:.
Address or Legal Description 044 �E)f j t tui IR (r `f— C C
Owner 1 1 c K Ci t'rCI CT": f? Contractor O Li.) t Z
Setbacks Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
,INSPECTION RECORD
Footing /'-7c Zia „
Foundation 6 —2_1--- ( 4, -
Underground Plumbing iv
Insulation /Q -?j --6(o givu,
Rough Plumbing N f'{'
Drywall /p7_c'6 yy
Chimney & Vent /lf f}
Electric Final (by State Inspector) •_ -_
Gas Piping /1/71"
Final 1) _a-p(o to,
Electric Rough (By State Inspector)
Septic Final
Framing 3-cj•D(oic3VJii
(To include Roof in place and Windows
and Doors installed).
Notes:
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
• THIS PERMIT IS NOT TRANSFERABLE
Phones 109 8th Street County Courthouse Glenwood Springs, Colorado.
DO NOT DESTROY THIS CARD
APPROVED
Date t By
IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC