HomeMy WebLinkAboutApplication-Permit' Garfield County
Building & Sanitation Department
108 8th Street, Suite #201 Glenwood Springs, Co. 81601
Office- 945-8212 Inspection Line- 384-5003
0319 -Namii ctnei"
Job Address
NO. CI669
rNat f Work Building Permit Q ( 11 - 10a— C)3 n 1
UsgbfBuildin emn C t[ cyLAaje
Owner `QJI/1.,IIL�
Contractor Y_
Amount of Permit $ / 348.Th
Date
Clerk
9 33 - OS"
1 •
•
Penni
GA RFI ELD COUNTY BUILDING PERMIT A PP LI CATI O N
108 Er" Street, Salle 201. Glenwood Spring.. CO 81801
Phone: 970-945-8212 / Fu: 970-984-9470 / Inspection Line: 970-984-3009
o: A
1
Parcel/Schedule Nc
77-109 63 -os
1 Lot No: Block No: Subd. / Exemption --'_
/ V �jpOSC
2
.ewer:
Hp �
Address
i76i to rt inf a,s
Ph:Wk
9L$ - 8 / 7'1
Ph:
371 •mg(i"
3
C tractor:
Address:
X762-c'.Zola Si
ph:
9c3—ar77
Lic. No.
4
Architect 1 ngp'neer:
SAI «.rS,rs"F%s.b
Address: 11� COPh:
%BOKb &riitivcl C
'too tr2.4 as 2_
Lie. No.
5
Sq. Ft. offB�Bu' ding:
Sq. FL Lot:
/I
Height- L
No. of Floors:
6
Use of
51SA •. r,�,,... /
7
Describe Work.'r •"� �
I
&Read S i3 a ") F�M��14t s'no 4-a f 4 --Re ,centax.�IG
!i
Class of Work: J0" New J Alteration o Remove
❑ Addition J Move
9
10
Garage: 0 Single
4 c•zziL -
Carport: 0 Single
Li Double
e>/ Driveway It rqj/ 0 On -Site Sewage
Disposal
41.---Siteite Plan
11
Valuation of Wort . $
Adjusted Valuations: S 43
Z7Z,
12
Special Conditions:
A SEPARATE
ISSUED
11 -US
AUTHORIZED
CONSTRUCTION
PERIOD
1 HEREBY
APPLICATION
PROVISIONS
COMPLETED
GRANTING
TO VIOLATE
LOCAL
OF CONSTRUCTION.
ELECTRICAL
BY THE STATE
PERMIT BECOMES
I5 NOT
OR
OF 180 DAYS
CERTIFY THAT
AND KNOW
OF LAWS
WITHIN
OF A PERMIT
OR CANCEL
LAW REGULATING
NOTICE
PERMIT I5 REQUIRED AND MUST BE
OF COLORADO
NULL AND VOID IFWORK OR CONSTRUCTION
COMMENCED WTIHLN 180 DAYS. OR. IF
WORK I5 SUSPENDED OR ABANDONED FOR A
AT ANY TIME AFTER WORK IS COMMENCED
I HAVE READ AND EXAMINED THIS
THE SAME TO BE TRUE AND CORRECT ALL
GOVERNING THIS TYPE OF WORK WILL BE
WHETHER SPECIFIED HEREIN OR NOT THE
DOES NOT PRESUME TO GIVE AUTHOR; •
THE PROVISIONS OF ANY OTHER STATE OR
CONSTRUCTION OR THE PERFORMANCE 1
,OS-'
Plan Check Fee:
.�-1
377.(is'
Permit Fee:
443, /5
Total Fee:
c 7 '/jji.S
-� "
�/ 1- 403
Dated Permit Issued:
= /L/n . ZD
f J LL
/ a''
Const. Type:
up:
f fA
_ _ 'Vltl
- '=•
Setbacks:
Manu. Home:
403
]SDS No. & Fee:
��o yt p�
• 111114
�'
9� os I,G, D9, ;
:IDG DEPT. - PLNG De
APPROVAL/• TE APPROVAL/DATE
AGREEMENT
PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRAI. TUR OR OWNER TO CONSTRUCT
THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT. THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND
USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30 28 201 CRS AS AMENDED THE SIGNER FURTHER AGREES
THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION. CONSTRUCTION. AND USE OF THE
ABOVE DESCRIBED STRUCTURE THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME
NULL AND VOID THE ISSUANCE OF A PERMT BASED 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 FROM PREVENTING
BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF
THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES • • 5HTVTE
AN ACCEPTANCE OF ANY RESPONSIBILTES OR LIABLrI1ES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES -E RFS' SI
BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT. DESI
AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNIEREST.
Garfom.003
1 HEREBY/ ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE TIN
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. All bathrooms must be complete, 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 IBC and IRC 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;
8. A final inspection sign off by the Garfield County Road Nt Bridge Department for driveway
installation, where applicable; as well as any final sign off by the Fire District, anchor State
Agencies where applicable.
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 VACATING
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupancy,sse • the issuance of a
Certificate of Occupancy for the dwelling under building permit #
Signature
BpcontOct2004
90/90 3941d
Date
Z0Z45390L6 6b'bi 500Z/L0/90
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 4 10 9
108 Eighth Street, Suite 201
Glenwood Springs, Coloradof 81601
Phone (970) 9458212
INDIVIDUAL SEWAGE DISPOSAL PERMIT // Vm /I AG. _ b 7/
PROPERTY //////// (� ���111 Cl l / 1 •
�`�'�
Owner's Name i H' -e.LQI r\I�'j +- Presennt Addresti�'�_-
• 11 A
Assessor's Parcel No.
This does not constitute
a building or use permit.
Phone 1 L3 - 3! 77
System Location — ��1 r i �1 /�
Legal Description of Assessor's Parcel No 1 -7/ ��� - ��- ` , I S
SYSTEM DESIGN
Last
Septic Tank Capacity (gallon) Other �� [
t1 Percolation Rate (minutes/inch) Number of Bedr om8 or other) 52 .£1
615b Orn,l.�_ 6
Required Absorption Area - See Attached i17 ..-kAgw.,c.Y\ ? 1 ,
44
5-/"/ be — '31
Special Setback Requirements:
Date Jo -O Inspector
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer
Septic Tank Capacity
Septic Tank Manufacturer or Trade Name
Septic Tank Access within 8" of surface lie
19 I
,k `1 Vi.�,92)
Absorption Area
-to)
Absorption Area Type and/or Manufacturer or Trade Name
Cgrza
Adequate compliance with County and State regulations/requirements
Other (�Cj,
Date Q
' 1 / Inspector
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
•CONDITIONS:
1. All installation must co niply with all requirements of the Colorado State Board of Health Individual Sewage Dispoeal Systems Chapter
25, Article 10 C.R.S. 1973, Revised 1984.
2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con-
nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a
requirement of the permit and cause for both legal action and revocation of the permit.
3. Any person who constructs,alters, or Installs an individual sewage disposal system in a manner which involves a knowing and material
variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense (5500.00 fine — 6
months in Jail or both).
White - APPLICANT Yellow - DEPARTMENT
PLAN REVIEW CHECK� 1KLIST
Applicant / /d.4�� Date 2) -05
Building
4 iEngineered Foundation
X) li Driveway Permit
✓ Surve - I P1
Grade/Topography 30%
ciAttach Residential Plan Review List
Minimum Application Questionnaire
tie, Subdivision Plat Notes
/01. Fire Department Review
L/ Valuation Determination/Fees
Red Line Plans/Stamps/Sticker
c ---Attach Conditions
Application Signed
-/ P1an Reviewer To Sign Application
cel/Schedule No.
x/40# Snowload Letter- Manf. Hms.
GENERAL NOTES:
C, t. S10
fire
?ter
zZq
g3t N
Planning/Zoning
''II__,,�� Property Line Setbacks
(t30ft Stream Setbacks
It itFlood Plain
B�ui ding Height
Zoning Sign -off
/At Road Impact Fees
RHOA/DRC Approval
Grade/Topography 40%
lett Planning Issues
114 Subdivision Plat Notes
20, 5 ZO
/4,97(p
777(0
`-13 27
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
For
MANUFACTURED HOMES
In order to understand the scope of the work intended under a permit application and expedite the issuance of
a permit it is important that complete information be provided. When reviewing a plan and it's discovered
that required information has not been provided by the applicant, this will result in the delay of the permit
issuance and in proceeding with building construction. The owner or contractor shall be required to provide
this information before the plan review can proceed. Other plans that are in line for review may be given
attention before the new information may be reviewed after it has been provided to the Building Department.
Please review this document to determine if you have enough information to design your project and
provide adequate information to facilitate a plan review. Also, please consider using a design
professional for assistance in your design and a construction professional for construction of your
project.
To provide for a more understandable plan in order to determine compliance with the building, plumbing and
mechanical codes, applicants are requested to review the following checklist prior to and during design.
Applicants are required to indicate appropriately and to submit the completed checklist at time of application
for a permit. Applicants are required to indicate appropriately and to submit the completed checklist at the
time of application submittal for a permit.
All plans submitted must be incompliance with the 2003 IRC for Residences and 2003 IBC for
Commercial Offices and Storage.
1
Is a site plan included that identifies the location of the proposed structure or addition and distances to
the property lines from each comer of the proposed structure prepared by a licensed surveyor and has
the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or more
must be shown on site plan. (NOTE Section 106.2) Any site plan for the placement of any portion of
a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a
subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and
professional stamp on the drawing. Any structure to be built within a building envelope of a lot
shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on
the final la ith the proposed structure located within the envelope.
Yes_
2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage
Disposal System) and the distances to the property lines, wells (on subject property and adjacent
properties), streams or water courses? This information must be certified by a licensed surveyor
with their siature and professional stamp on the design.
Yes /\
3. Does the site plan include any other buildings, setback easements and utility easements? Please
refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying
for a build. g permit on is located on a comer lot. Special setbacks do apply.
Yes
4. Does the site plan indicate the location and direction of the County or private road accessing the
property? /
Yes
5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel
in accordance with the uniform building code or per stamped engineered design? A Floor Plan of the
Modular Unfit showing exterior doors is required.
Yes
6. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain
written permission from the association, if required by that association, prior to submitting an
application r a building permit? The building permit application will not be accepted without it.
Yes No
7. Will this b e only residential structure on the parcel?
Yes No If no -Explain:
8. Have two complete sets of construction drawings been submitted with the application?
Yes
2
For the placement of a manufactured home, have the following been specified?
The size of the unit (min. 20ft. x 20ft.); live roof load (min. 40# could be more depending on elevation
of property • ind design (min. wind speed of 90 mph); foundation design; method of anchoring?
Yes
10. Have you designed or had this plan designed while considering building and other construction code
requireme
Yes / \ No
11. Do your pl comply with all zoning rules and regulations in the County related to your zone district?
Yes No
12. Does the plan accurately indicate what you intend to construct and what will receive a final inspection
by the G County Building Department?
Yes No
13. Do you understand that approval for design and/or construction changes are required prior to the
application oftjtese changes?
Yes No
14. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time
of application and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or
"Septic Sy t " fees required, at the time you pick up your building permit?
Yes No
15. Are you aware that you must call in for an inspection by 3:30 the business day before the
requested inspection in order to receive it the following business day? Inspections will be made
between 7:30 .m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-
5003. ,X\
Yes No
16. Are you aware that requesting inspections on work that is not ready or not accessible will result in a
$50.00 re -i s ection fee?
Yes No
17. Are you aware that you are required to call for all inspections required under the IRC including
approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the
building?
Yes No
3
L8. Are you aware as part of the submittal for a building permit you are required to show proof of a
' driveway access permit from Garfield County Road & Bridge Department or if applicable the State
Highway Department? If a permit is not necessary, then a letter stating that information is required.
You can contact the Garfield County Road & Bridge Department at 625-8601 or refer to the phone
book for the to Highway Departments number if applicable.
Yes No
19. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and
Plumber to perform installations and hookups, unless you as the homeowner are performing the work?
The license number oythe person performing the work will be required at time of applicable
inspection. Yes No
20. Are you aware, that on the front of the Building Permit Application you will need to fill in the
Parcel/Schedule Number for the lot you are applying for this permit on prior to the submittal of a
building pertlCt application? Your attention in this is appreciated.
Yes No
21. Are you aware that you will need to have your installer obtain an installation inspection as per the
State Division of Housing requirements prior to the County building department doing their final
inspectionThe State will charge a fee for this inspection.
Yes �� �� No
22. Are you aware that the Permit Application must be signed by the Owner or a written authority being
given for an Agent and that the party responsible for the project must comply with the Uniform
Building &ode?
Yes /\ No
23. Are you aware, that if you receive your water and/or sewer from an Association, a District or
Municipality you will be required to provide the County with a copy of the Tap Permit (or evidence of
an exemp n) at the time of the building permit application submittal?
Yes No
24. Do you understand that if you are planning on doing any excavating or grading to the property prior to
issuance] a building permit that you will be required to obtain a grading permit?
Yes
4
I hereby acknowledge that I have read, understand and answered these questions to the best of my
ability.
OS -OS
Signature of Owner Date re
Phone: 0116t (Q3 ' 3 (-7 )(days);
Project N.—r-11:7..-Ir
E _s
�� /� / 1 fi � / /J moi/
Project Address: (t5 -V L O ?tel l �1.�� 1� (a £/ �5t
Notes: (J
q '1 O 3 Rc\-634 r(evenings)
If you have answered "No" on any of the questions, you may be required to provide this information at the
request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to
be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building
Official that additional information is necessary to review the application and plans to determine minimum
compliance with the adopted codes, the application may be placed behind more recent applications for
building permits in the review process and not reviewed until required information has been provided and the
application rotates again to first position for review, delay in issuance of the permit or delay in proceeding
with construction.
bpminregmhFeb2005
5
COLORADO BUILT
2005 CDS-165 Preston
HUD or IRC Order#
5/31/2005
SpccW Accolade Homes of Calhan, Inc.
1015 5th St 6t01.',t 41
Calhan, CO 80808 719-347-3125
. r
*Note: Hinged roof option price iodide the extra cost of set up
*Note: Cape cod options and ship loose dormers are priced to include installation
*Note: IRC prices include the cost of a crane or roll on up to 52000.00
'Note: All porches will have indoor / outdoor carpet unless noted otherwise.
6464
E -Star Package
495
■
.11 11
Summit size to 32'w/6" eaves
•\; K.; •4•1
3995
IItC(SeeK4)
6315
SNOW LOAD Mss 4att(unCadl
Std
.
Most Isolate Banna/Cnwl Spee Waite
■
■,
i �•_:.: ,.._..._ •�-.
I
.
.:=
i • 1 - Standard
n 1 „ivnn,,..i.�iii,lii,:}Ii
Vinyl la law -E Windom/2" WSJ Standard
t'd
r
.,
IRC 4WaSTD • .. 90#
711
25 Yr Pa
ibyass
=risk]
�riYid_
.._..............
Standard
■,
4t4Bbm war *as my damp -we INC pis
2002,
Art iteabod Shingle
375
■,
Tar Windows
995
0121,
Metal Roar 28 -12 "Five 137-6* Faye
55 x length
■
1374,
14x40 Frosted Window
185
_
,
Nnt Avail. W/Ngd roof or triple modal/.
0615,
30x36 window / 30x58 window
195/275
_
STD
OVERHANG: 6"(old 32) 16'(std23)
Standard
0721,
46x58 widow /46x40 window
325/295
_
, 12Y18"(w/pkg only)
2192Fr
stack ed Vinyl Window (can 8'&4 wd
24x15 30x15 36x15 46x15
100
■
■I
' ROOF PITCH
.• Standard
LiZaililaiWitftklititla••
■,
72 x 15 Fixed Vinyl Window
175
_
■I
Tri • e Module O. tion 28'/32'
19195
1593
Double Slider Picture Window 178x60)Blind
360
_
All hinged roofs inc. attic access, w/light
& Arch
shingl
3266,
Inmate Window Size
75/e
Hinged roof not available with Triple Module
opdea
oat,
Bay Window 3 wdw 4 wdw
575/735
_
■,
6:12(28) or 5.12(32')vndtd ceilings
6035
06311
Box Bay to awe (pc window)
195
a63t,
(3Tonly)5:12 w/8• fax 61011
6290
E,
Tiff Skylight 16x24 16x48
195/225
_
6037
I (32' ordy)7:12 w/lIft Flet ailing w'18" o.h.
8795
■
■,
Octagon Window 30" 46"
295/390
_
■,
(double hinged roof -adjust set cosi)
i
I:::,
•v 1 ‘ 11 mill. un..,i:.
I SF Ht calling available whinged roof
Need freight for urged
1350
wan/.
FRONT DOOR
.................
speeW quotes rosatl0'
a,
Rs Sq gI a&DeedboltdlxStd IRC)
Standard
STD
V SldanW vaulted to 10'(doub/. maks)
Standard
1146L
eadd Oval Okra Re door (38x82)
350
,
Triple module soaks will lave 7'6" to 9'6" edllep
'
w/ 1 sidelight (52.5') w/2 sdehghta(67')
520x725
l
DORMERS
_ 1_:'.• I :f?:[:
;;;:,
•2ea2,
REAR DOOR
:? ::•: •.
.............:$j
�):;:�;
"' . •�
Standard
20 R exterior dormer N/A wlbtaged roof
9 -Lite HT Steel Door W/Deadbolt(340a)
Standard
, OHM Recessed -N/A w/metel or hinge roof
arch.
6416,
Ra SCkm&Deadboh(38x82XStd IRC)
265 _
M,
Recessed Dormer N/A w/metal or hinged roo
exdn.
:::,
OPTIONAL DOORS
..... ? $
•
.•.• .••
2467,
Prismatic Donner N/A hinged roof
885/985
=
File Rated w/Ddboh (38x82)
6 -panel Firs
_
275
=II
Sedan Dormer N/A whinged roof
1345/1445
Its,
ATRIUM DOOR -72x30
1050 _
=Penn
4' dormer cave or recessed
195
Itm,
PATIO DOOR -72x80
650
0034,
Installed dormer for tonged roof -medium • •
455
04011
_
1231,
Ship loos 20ft dorms for. 5, 6 or 7'12 • •
1it�i 1\ n.i 1 , III i
2395
Standard
■,
' 1 \ r, i a \ � 1 \„ ! I
__
-1 .
:i ii
fr Ceiling Isaktka: 49
Floor Waistline 22 (IRC)
Standard
1670 Mi
U4" OSB . Wan
Standard
ECM
^
""' X
Condoms' Ridge Beam
Standard
=0
296 Walls w/R-19 W Wdoa
Standard
2005 CDS-165 Preston
HUD or IRC Order 0:
.,i la„<
I''lIIluli.
.1i
I
1' i, IAI1I:I1i1:. 11 ,I IAI II!
Standard
IRC- Sade detrean
Standard
STD
X Esterier GPI Recap -One Sod locata(Jrd/RC )
087
' , Ema OFl Rexptack- F R
50/a
0334
Prep/iraall Paddle Fan w2 swindles
65/120
0379
Ems Frost Fra Faucet(/ aM IRC) F R
50 a
Pendant light
35 I
0496
17 x 17 Cools Prep and 5 -Way Switch
120
STD
DI. SSW Wale Saddler s
Standard
X
wh a -DR
0470
Door Chimes F R
50/a
0719
48' Fluorescent Light w/ink ands( )
85/ea
3063
Exterior Light - Extra
50 a
0720
24' Fluoraocnt Light Ova Kt Sink
55
gm
FLOORS
STD
X
5 Eyeball IIRYY In Killen -See prat
Standard
0541
Foundation Straps/STD IRC) or Tie Dow
55
3716
Additional Eyeball Iighta•nuk on print
55 a
1312
Double Rim Joist/Sid 2x10 /RC)
325
0548
Erna Light: Interior
35
2197
Floor Joist: 2x8(sd 32') 2810/ad IRC)
2x3-l0/f
Extra electrical outlet -interior
35
Slauwdl Peep-Saoadary Bedroom optima
1/2 wall / a fidl wal/all for location
WHVadreq w/bamt p i:pigas WH,IRC
0564
CAT 5 Phone Jade
25/a
575
SO
2034
-11
1
Cable Pada dropped thru Boor only
1\ 1 I'iI I h
50/a
Standard Esarior-kardbaard triple tap
Standard
1
2013
laundry Tub
150
MS 4” tris, host
1254
Whole hoose
25
grater shut off valve
window abetters ride
Upgrade I -trim color await kit & Br 4 area
SIDLX
Plumb for washer/wire £ sat dryer
Standard
1394
Plumb for Gas Dr)ee(HUD only)
35
20 ft dormer and 2-4ft damns
Upgrade 2- 20 ft derma and
STD
WATER HRATER-Ga311 gal Std 40 gal
Std./70
2-4 ftdermas
1308
Electric 50 gal OtIORC only)
(65/115)
Upgrade 3- Hinged moat @del oat)
ser sat 3
02
7
Water Hata DOOR - 2 panel
Standard
for price
028
X
Utility DOOR - Vested
Standard
no donna -Sec section 3 for roof pitch
3008
2031
Cabin Package: Cedar Siding, metal roof &
901/snow load(HUD) or 90B(IRC)
(N/A wAhirnged roof or triple module Option)
STD
X
Forma DOOR -Vented doer
Standard
SID
X
FURNACE Gu Electric Omtt(IRC
1wr234103
114 a
High Efficient Gas Furn ce(sld w/hurged roq
995
1749
Lag Siding
81almbl
1388
Perimeter Hat w/roe Kick -Wall Register
425
2689
Painted Hardboard Lap Siding w/OSB Backe
Standard
STD
X
Is -Floor Hat Duet Crammer
Standard
1203
Hatdi-plank lap siding w/4' wdw trim
3635
0491
18' Extension Vent- Furnace / Water Hata
3525
2482
Vinyl lap Siding w/OSB Backer
20 x Igth
1447
ALL ELECTRIC (200 Amp Savior,
375
1205
Ceder Siding
SS:length
Dk Boc Raope, 50 fl Ekc. WH, Eine. Furnace)
Redwood Stained Hardi-plank
with painted frit
119x box
0484
200 AMP
75
Service
40 amp breaker for A/C 200 amp -
30
0425
Wood Staten Front Side
Suisun
- i)
I I
1v .. 1,IH III ,
0425
Wood Shutters R Hitch Badc
30/wdw
1
X
21,8 Side by Side Ref /'UK' / (mit)
Std/</00>
Paint or stain pa t(nae fon)
500
STD
X
Range- Da Ga Dk Ela "UK"
Sf WPkg
Self Cleaning- Gas Ela Omit(105)
3441(105)
Garage Optla Maeda: Fire door,
s
845
0328
X
DWwneben Sid / Poaaubbee PD)?
Sot /140
_
Bre rated sheetrock and no avc(no dormer)
1713
Ship Base Tnm Loose 6'(HUD) 17%RC)
NAC
0329
X
Garbage Disposal: Intalkd Wire Oa
Standard
3165
Plastic Hach End of Home fa T . , ... • '
25/floor
0331
X,Mkro
over Range -Vest or Ventkssnacwe
STD/Plg
-i)
STD
11 1, i i, I 11.1.)11.
31/4" Palsied Wilts Baseboard
0028
Win Only for Eke Rang/phmb gas range
70/35
Standard
'UK' Stainless hood picg only
P4
214" Wldkrnb1 daMeva Mads
Standard
STD
Deep Stainless steel Medea alnk w/HB fan
Standard
STD
panel
Hardwood Tnnd6 panel pkg-sa Pg 4
1250
2954
Deep vane kit sink w/while HB haat
NAC
Dbi Doers w/D6mr Glass/2 panel 24' 30'
130
"Goaseneck"faaes}adrdess sink "UK" on
pkg
(Mage Door (extra) 2 or 6 penal
95
$RC,Weia rear an Gf7 dna*
Standard
Painted wauucd w12 1/4' chair tank 4..aa.
60/wall
STD
X Cenak Tile -Kitchen: FAge
Standard
Full Wag Painted Accent trate wit t 2 reen
100/wall
STD
X Ceramic The Baebpaab(sa pg 4)
Standard
STD
Wood Fireplace w/Hartb and Bawer
Standard HUD Only
2528
Ceramic Tile -Behind Range
95
Oak Butlnae edge
70
See print for standard location
Omit Standard Fireplace
Kitrles Sa
1995
NC
Ultimate sks as pg.4
Gas Fireplace w/ Ramte-FORCED wIIRC
995
"UK' Micro/Wall oven/Cookttap-E or O
Three-way ser thm Gas fuepace(T&T sun
1500
NOTE: Furnace is not designed to Mer both the mate tail
Curtain P4
785
and the basement an additional heating source may be required.
2005
STD
X
CDS-165 Preston
I'.A I llk„n1I.
5 Flea Marty Glamour Bath-See pile
HUD or 1H(.
Saaaderd
.1 ( I1''
STD
Order#:
I: I I „ukiNi,
Psamur carpet w/12" Behead
Standard
0382
X
1 Pe. Tub 2d
Standard
So Soft w/I/2' Rebond
600
2t$6
One piece ab door 2nd
245
Leo Manor carpet w/1/2' Rebind
1500
0393
,
Oval pktform tub fame wall-see pg 4
200
Covington carpet w/lft Rebind
900
Om pica pram whrrho.w doadnpeykedy
495
STD
MW btk: Lsno(Std) Carpet
carpet-75
Whirlpool tub (where available)
525
STD
2nd & 3rd Bath Lino
Standard
1f2 Hath off entry w/chma design
n/c
SID
Llaoku Entry - 4'x4'
Standard
STD
X
Dbl dean to mar baa: witless or 2 panel
Standard
Laminate Wood entry
475/sgft
Overdnpe Curie: 2d w/pkg may
pkg
Ceramic Tile entry
10 sq ft
0%I
Upgraded elongated commode TAO
300
Ceramic Tile Floor
10 sq ft
STD
X
PaeeW. Sas -all bath,
Songbird
Laminate wood floor
4.25/sgft
IRC Anti scold facet, sAowedArbsho.rr
.SS 1W7RCaa¢
Drain, Ware and Vat Liver installed
850
1314
HB Ina faucets
55/ee'
X
Double Vanity- Marler Baa
Standard
0602
Minced Medicine Cabinet Mat tad 3rd
40/ea I
•1 i
ii ,
81D
Self- Edge Coaster Edging MW. 2nd
Standard
STD
4" laminae Bacbpdh MW 2d 3rd
Standard
2333
Cer. Tile - Vanity - Edging Mao- 2nd 3rd
55/en
2532
Bac Splash: Mar 2nd 3rd
75/ea
2331
Caemic ble mar oval nib-odgr/beclerplmh
85/115
2933
Parr edge: Mao- Vanity Mar Tub
40lea
2nd bth 3rd bath
Options: •
2133
Oak bullnas edge: Mar 2nd 3rd
65 a
2336
Oak blame Mao- ova tub edging
95
Base Price:
STD
X
Saber towel bar & time balder each bath
Staadard
X
Silver-3 baa light bar a vanity
Standard
Sub Todd:X
Tape & Texture T/O wllaoekdowa r
l
Sl ard
1639
Tape & Tease On Site Repair
at
Onsite Carpet 1roa1mm
SID
X
Tope & Teatared Chem-TAO
Staadmrd
3132
STD
X
Bdaaae caner Throughout
Sarhwge
(Net nail a waMsilk)
Standard
Warranty
151
STD
X
Tape & Texture Widow returns w/wood 1
Staadard
IRC Frame Return within 350 miles
500 floor
Soffit ceding w/8 or 9 fiat ceding opt. per ran
9/1in ft I
Dealer Pick-up
ern ret mal
r
.i f
X
1 F
Wood Ms wW4/brcn
,. 11 , vri.i i.
Standard
DEALER RESPONSIBLE TO SCHEDULE DELIVERY
Estimated Total Freight
SID
31' MDF Was.. Oak rid parol drdfa3.
9tandaod
Grand Tot:
bruited hobo Maga
and midst sod
3r Highland Flat Oek/std aiW-berried pats
250
Initials for approved order
Highland Oak Cabinets w/solid MRs,
beveled pulls & hidden hinges:
Frwad door or Raised door
7001900
Note Summit Crest does not operate a freight company.
All Freight discrepancies will be billed
Maple solid doors & ailesbeveked pills
1125
back to the mails.
STD
Saadard Silver Wages
Sa.dard
"It is the reader's responsibility to verify the pncing & options
of this home. Summit Crest Homes serves the right to make changes
Sae plan for special cabinets
Standard
at any time in prices and specifications without notice and/or ablipman.
Cabinet.
Cabinet:
Cabinet:
Cabinet:
Ultima latches Pkg-ns plea
STD
X W/D SWAMI) 2dr split 3dr overhead
std/45/65
2005 CDS-165 Preston
HUD OR IRC
I' V( k \f.1 •
Order 8:
Hardwood Trim Pathan
Stained Ash door trim, baseboard
6 Panel Brown Doors/Highland jambs
Oak window sills wIT&T returns
Platform tub feature wall
Soffit with 2 can lights, Targe mirror framed with T&T 2x6's
w/bullnose finish
Ultimate Kitchen
22 cf Stainless Steel Side by Side Refrigerator -GE
30" Stainless Steel Single Wall Oven -GE Profile
30" Electric Black Cooktop-GE Profile
2.1 cf SS Built-in Microwave w/trim kit -GE Profile
Full door SS Dishwasher -GE Profile
36" Rangemaster SS Range Hood
Huntington Brass Faucet w/sprayer and dispenser
8" deep SS Kitchen Sink
Decorative Glass in Cabinet doors (Range)
Ceramic tile Backsplash
Pot & Pan drawers under cooktop and oven
Cabinet Crown Molding
Pull out Trash Bin
" can substitute Black Gas cooktop for electric cooktop
IRC Package
Builder must insulate basement walls
2x10 Floor Joists
Double 2x10 Rim Rail
Egress windows in bedrooms
40# IRC Rafters(Unless higher optioned)
2" vent pipes through roof
One exteriorfrostfreefaucet
Exterior GFlfront and back
38"x82" steel Sq Glass front door
IRC smoke detectors
Bathroom GFPs on own 20 amp circuit
All kitchen receps are on GFl circuits
Anti -scald device on shower/tub-shower faucets
Water heater access may not be in a bedroom closet or bathroom
Studor Vents -(where applicable)
2005 DECOR CDS
Order #
Page 2 of i
Laminates
Bull -now
Perm. Edge
Commie Tiles
Mesa Flint
Beige Pampas
Mesa Sunrise
Oxygen
Mystique Mount
Tungsten EV
Monterey Sun
Highland Oak
1
/1
iia
r
rit:
Mesa Sunrise
Mystique Mount
1
Harvest SB51
Sunrise SB52 1
Walnut SB53
1
Kitchen
ntertop
Edge
Backsplash
Island Top
Island Edge
Master Bath
Vanity Top
Vanity Edge
Van. B.daplaM
Tub Top
Tub Edge
T Backsplash
#2
anity Top
rlath
anity Edge
N. Bac:MO h
ertop
P
plash
2005 CDS Decor
Page 1 of
EXTERIOR
SIDING -Choose One
x
Hardboard Triple lap
Hardt-plank Lap
Log Siding
Cedar Siding
Vinyl Siding -circle color choke
White Clay Moss Green Gray
Eats Exterior Option
,Mountain or Urban
EXTERIOR PAINT COLORS
Body
Jr»n1
Mutton
Trim
Menem Lace ICI 550
BAck Road ICI 169
Camel Tan ICI 527
Crime Bruise ICI 414
Dap Onyx ICI 1674
Ebbed, Blue ICI 1246
-
Engkh Pinewood idl 905
Etching ICI 1051
Halon Gray ICI 523
Ivory Palace ICI 781
Kansas Corn ICI 647
Natural White ICI 815
New England Gran ICI 1133
Pale Mor ICI 881
PepinMacho ICI 851
SWbung Blue ICI 1355
Sierra Leone ICI 743
Wexford Fog ICI 991
'Zanzibar Cort ICI 122
Order #
ROOFINGCHOOSE ONE I X
20 Yr Onyx Black 3 -tab
25 yr 3 -tab
Tan
Driftwood (black)
Aspen Gray
Architectural 30 yr
Desert Tan
Driftwood (black)
Sierra Gray
Chateau Green
Green Metal Roof •
'nla vOth hinged roof (offset 8 recessed
dormer chg to 20' dormer)
1 INTERIOR 1
DRAPERY PKG-Optional see spec sheet
BScottl
DECOR PAINTS
Sicken Sky
Clay Pot
Tuscan Gold
t
Terraealte
2
VMsyard
Mleq Evening
Spike
1
CEIUHG HEIGHT (circle one below)
S0d-7t if vault
8' Flat 9' Flat
0
w
1-
z
UNOLEUM
adjoining lino met
be the eaaw
11
AB040
AB055
LG011
LG048
Wood Laminate
Cerwnkft1)02-Tai
aver Hrymack Pout
Groan/Brow with
1411 Smoke grid
Carpet
CARPET
PALAMAR- 18 os
Cashmere
Doe
Oatmeal
Seaweed
Scarlet Oak
Copper
Golden Brown
Blueberry
Graphite
SO -SOFT
Masonry
Moccasin
Knapsack
Woodland
COVIIGTON
Cupola
Bourbon
Pine Needle
Denkn
Iron
Chalk Taupe
Desert Beige
LEO MANOR
Sand Dollar
True Tan
Olive Loaf
Full wan
indicate roan
Wainscot
DECOR PAINTS
indicate room
Clay Pot
1
t
ICI209
2
2
Mleq Evening
1
1
HCI 1313
2
2
Fortress Store
1
1
IC1472
2
2
Champ Sage
1
1
ICI 831
2
2
Mile
MiTek'
Re: 2333
MiTek Industries, Inc.
7777 GREENBACK LANE
sun 109
CITRUS HEIGHTS CA 95610
USA
FAX (916) 676 1909
TELEPHONE (916) 676 1900
The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. Tinder my direct supervision
based on the parameters provided by Trusfab, Inc..
Pages or sheets covered by this seal: R12581307 thru R12581308
My license renewal date for the state of Colorado is September 30, 2005.
Anderson, Bob
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer, per ANSI/PPI-2002 Chapter 2.
TRUTSPAB INC.
6181 — 333 RD.
NEW CASTLE, CO 81647
Pine: (9701984-2336 Fos: 984-3533
Project: BRANDON
Model '
Contact: Site:
Name:
Phan:
Fac
Tentative Delivery Dale:
Block No:
Lot No:
To:
VALLEY LUMBER (RIFLE)
221 WEST 2ND
RIFLE, CO 81630
Production List
Jeb Number: 2333
Page: 1 7/ ti
Date: •tt 1? 0'i W -'t23 AM
Project ID: 2154
Office.
BUTCH
(970)625-9663
625-9233
Deliver To:
Accota No: VR
Designer: MA
Salesperson. MARVIN AD.AIR
Quote Number: 2333
Profile: 1Qty:
Truss Id:
Span: Truss Type:
Slope:
LOH ROH
Built By:
13 Lt
2 A -GAB
32 - 0 - 0 COMMON 6.00
2X4/2X4 i oao
2-0-0 12-0-0 1
32-0-0 DROP GAB 2X4 600 0-0.0 0.0-0
2x417-'41 1000
• Job
Truss Tara Type
2333.
7nufab bc., NEW CASTLE, CO, 81647
COMMON
my Pty
13 1
(optmsl_
4.201 SRI s Oct 17 2002 MiTek Worries. Inc. Thu An 17 13:22:09 2004 Page 1
4-00- say 10-10 _ taco
24-0 Sas 51-13 51.13
A
6c
5x10
6.00 12 40-8
F
21.1.13
51-13
26511
51.13
R12581307
3240 3400
565 240-
Scale= 1:561
N
3x1
634 1644 23642_
es -4 7412 7+12
Rate Offsets IX.Y): 18:0-2.2,Edgel, IJ:0-2-2,Edw1. IM:0+0.0-3-01_
LOADNG ref) SPACING 2-0-0
TCU. 40.0 Plates ktatase 1.00
TCDL 10.0 Lumber Increase 1.00
BOLL 0.0 Rep Stress Ina YES
BCDL 10.0 Code UBC/ANSI95
LUMBER BRACIG
TOP CHORD 2 X 4 SPF -S 2100F 1.6E TOP CI10RD
BOT CHORD 2 X 4 SPF -S 2100F 1.8E BOT CHORD
WEBS 2 X 4 WW Stud •Except• WEBS
F -M 2 X 4 SPF -S 2100E 1.8E
CSN DER in flop)
TC 0.78 Verrill) -0.17 M
BC 0.60 , Verrill.) -0.33 M -N
WB 0.66 i liozfTU 0.11 J
1st LC LL Min I/doll . 240
REACTIONS (Ib/size) B=2122/0.5 -B, J=2122/0-6.8
Max Hon 6--35311oad case 5)
Max Uplift B.-42911oad case 71, J.-42911oed case 7)
Max Gray B.22270oad case 2), J./22270oad case 3)
L
3x4
32-0-0
534
\K3
5x10
Udell PLATES GRP
>999 MI120 189/123
>999 '
n/s
Weight: 1241b
Sheathed or 3-9-3 oc purlins.
Rigid caring directly applied or 10-0-0 oc bracing.
1 Row at mldpt D -M, H -M
FORCES (lb) - First Load Case Only
TOP CHORD A -B.46, B -C.-3305, C -D=-2945. D -E.-2076, E -F--2076, F -Ga -2076, G -H.-2076,
H -I=-2945, FJ= -3306, J -K.46
BOT CHORD B -N=2922, M -N .2416, L -M.2416, J-1. 2922
WEBS C -N..-419, D -N=510, D -M=-818, F -M.1341, H -M.-818, H -L -510,1-4.-i -419
NOTES
1) This tons ha been designed for the wind loads generated by 85 mph wilds at 26 ft above ground level,
using 5.0 pal top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on
an occupancy category 1, condition I enclosed building, of dimensions 100 ft by 100 ft with exposure C
ASCE 7-93 per UBC/ANSI95 8 end verticals or cantilevers exist, they are exposed to wind. tf porches exist
, they are not exposed to wind. The lumber DOL mere Is 1.33. end the piste grip klaease is 1.33
2) Design load is based on 40.0 psi specified roof snow load.
3) Unbalanced snow loads have bean considered for this design. (USC section 1838.2)
4) Overhang has been design for 2.00 times live load + deed load.
5) This truss hen been designed for a 10.0 psf bottom chord live bed nmtmrlctrred with any other live loads
per Table No. 168. UBC -94.
8) This truss has been designed with ANSI/TPI 1-1996 akar.
LOAD CASEISI Standard
ANARNIw-l-Frnl1drpu.omet, r1 iotd READ NOTES ()N 7 HIS A. ND REVERSE SIDE BEFORE USE
Design vas la me only MP Ymak connectors TM daily la Wad only !plan paramours Mom, m10-14 kr an InM1OtY
bu/amg conp@Nnl to a lnabaed end loaded milcally Apper+aar el deslgl paraeatra ab pepar naarparalton Y
c , olam Is Mpemal Illy al tufting Malatya - not ossa deslger Bracing shorn N for Waal support of ndMdaal
ae0 Motet only. Addaonal temporary emanate Insure Yea!ty donna oorrblreaon 6 as .....- 4y or 5.5 ■arb.
Addao1W parmaam bracing of the omen Yructaa b M rsapomsleily al M Sec Salem For plural Fiance
rawer, labduan.. puWly control, d, shout 0-r ion, 0-M brscing. consult OST-411dustitrMF
dustily onas, D
• ,w- --e = 155.455= -4.5"5•455 - MM 111- - •5•554.15 hon TMwe.
Jab
Truss
2333. , A -GAB
Trustsb he.. NEWCASTLE. CO, 81647
Truss Type
DROP GAB 2X4
1660
1660
Oty ,pv
2 1
(optional)
4.201 Sill s Oct 17 2002 MTek Industries, Inc. Thu Am 17 13:22:10 2004 Page 1
800 12 4x8 --
3240
1660
344
3x4 I 306
H
K
L
N
04
3.10 > AD AC AB M Z Y X W V U T S R 3x10 c.
Plairelffsets (XM:
LOADING OM)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL-_ 10.0
IA:0-5-0.0-1-71. 10:0.5-0,0-1.71, IX:0-3-0.0-3-0I
SPACING 4-0-0 CSI
Rates Increase 1.00 i TC 0.40
Lumber Increase 1.00 BC 0.24
Rep Stress Ina NO WB 0.62
Code UBC/ANSI95 —'L (Matrix)_ -_ `
5x6
1140
DER In (loci Udell
i VertIW n/a - We
VertITU n/e - n/a
Horz(TU 0.01 0 n/0
1st LC U. Min Vden. 240
LUMBER BRACING
TOP CHORD 2 X 4 SPF -S 2100E 1.8E TOP CHORD
BOT CHORD 2 X 4 SPF -S 2100E 1.8E BOT CHORD
OTHERS 2 X 4 WW Stud
PLATES
M820
Weight: 1291b
Sheathed a 80.0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS 0b/slzel A=371/32.0-0. X -416/32h0, 0.371/32-0.0, Y.475/32-0.0, 2.483/32C-0.
AA -473/32-0-0. AB -511/32-0-0, AC -348/32-0-0. AD -835/32-0-0,
W-475/32-00, V.483/32.0.0. U-473/32.0-0. T.511/32-043, 8-348/32-0-0.
R=835/32-0.0
Max Horz Aa-603(load cane 51
Max Uplift A-•93(load cage 5). Y--1160oed cane 6). Z--128(load case 71, AA--114fbad case
6), AB--122(load case 7), AC--841bad case 7), AD--2000oed case 8), W--961load
case 5). V--12811oad case 7), U.-113110ad case 6). T--122(1oad case 7),
S--84(load case 7), R--20o(bed cess 51
Max Gra. A=416(Ioad ase 21. X.4160oad case 11, Q-4160oad case 3), V-5730oad ease 2).
2.564(bad case 2), AA 552=1oad case 2), A8.596(bad case 2), AC • 403lload
case 2). AD .974(load case 21, W 5730oad case 31, Vs 584(Io.d case 31,
U-552(bad case 3), T-598(Ioad case 3), S-403fload case 3), Rs974(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD A -B.86, B -C--198, C -Ds -181, 134s-188, E -Fs -1137, F{as•1f18, G -Hs -78, H -Is -188,
4J-•168. J -K --7B, K -L-•168. L -M--167, M -N=•168, N-0•-161, 0-P+-198. P-0--220
BOT CHORD A -AD 70, AC -AD = 70. AB -AC 70. AA -AB- 70, Z -M- 70, V -Z. 70,
V -W-70, U -V=70, T -U-70, S -T-70, RS -70, 0-R-70
WEBS I -X--338, H -Y--396, F-2--402, E -AA --397, D -AB --417, C -AC --316, LAD -•636.
J -W.-398, L -V--402, M -U-•397. N -T-417, 0-5--318, P -R--835
NOTES
1) This tuna hes been designed for the wind bads generated by 85 mph winds at 25 tt above ground level,
using 5.0 psi top chord dead load and 5.0 psi bottom chord dead bad, 100 mi from hurricane oceenline, on
en occupancy category I, condition I enclosed bolding. of dimensions 100 ft by 100 R with exposure C
ASCE 7-93 per UBC/ANSI95 If end verticils or condones exist, they are exposed to wind. B padre exist
, they aro not exposed to wind. The lumber DOL Increase is 1 33, and the plate grip increase is 1.33
2) Truss designed for wind loads in the plane of the toss only. For studs exposed to wind (normal to the
face), see MTek 'Standard Gable End Detail'
31 Al plebs aro 1.6x4 M1120 unless otherwise indicated.
ittaMertirry?rif% deum p,l,u,nrrrrc and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Design 'olid for uta only with flak mr tactors. The design 4 bad only upon ambers sapml. MOM lar -1 Irxhillial
arilenf Mnrponenl to be xaladed and loaded weeny y AppInMO a deer Wenetars and peeper beerperearn or
component is responsibility of building designer - not Inmi dearer. B.n.g Mown Is to lateral mama or Smear
web members only Additional tampons,/ booing to hors utatlty during mlmhxlbn o eo rat , my a eo redo.
Ade*Mel permanent tracing of the Overall structure le Ore relpenaalelly a ala ammo designer. For peroral WOWS
npar*ha imbrication, quality comm, storage. delivery. erection. and bracing. consult Dna- aaeaty elands& DBL
812581308
Scale =1.81 4
1
0
GRP
1891123
.bit
2333 A -GAB DROP GAB 2X4
1_ _
Tnufeb Inc., NEW CASTLE„ CO, 81647
NOTES
41 Gable requires Conti uoua bottom lard bearing.
61 Gable studs spaced at 2-0-0 ac.
61 This truss has been designed for a 10.0 psf bottom chord live load raraonaerent with any other live bads per Table No. 16-8, UBC -94.
71 Thls true has bean deafened with ANSIITPI 1-1995 criteria.
Trues Truss Type
Q 'y
2 1
lgrilse
4.201 SRI s Oct 17 2002 MITA Industries, Thu Jun 17 13:22:10 2004 Pape 2
LOAD CASE(S) Standard
A WARNING - Yrrds drsi rn 1"rramrren anti READ NOTES ON THIS AND REVERSE SIDE BEFORE USE
Drier nee e lot uta only with tela mnnecion Tae design 4 based only t1YI porn sW n Simi. and** an MMnS
bunny mmoatent to be Installed and loaded vernally. AppkaWey o design perr,m.n and proper Incommat an a
amigo rat ss feeponsGhh of buldne aSgrm - rot Was designer &rang Sven Is for irate wagon al wtlieduS
sit menWaa alty Additions temporary Orating to Ninai stein during WraW.W Is the neWrabally a the wesea.
Add.Wsl mamma bracing a the moron wrtenur. S m mWntlbery al eve Inning bSprsr. For Pawn Pens
reyrdp Isade.san, quebfy canna. storage. delivery. Wendt arra braang, consult pain oaaefp alamSa, Oae-
R12581308
Numbering System
c
0
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FR01 :WESTERN SLOPE ELECTRICAL
Division of Registrations
FAX NO. :9703842021
Sep. 01 2006 08'45AM P2
Page 1 of 2
View Permit 573087
Requester
Site
Electrical and Plumbing Permits Online
Company Name:
First Name:
Last Name:
Address:
City:
State:
Zipcode:
Phone:
Fax:
Email Address:
License Number
Property Type:
Properly Owner.
Job Site Address:
City.
State:
Zipcode:
County:
Power.
Building Type:
Construction Type:
Mise Construction:
Cost of Materials / Labor $:
Trim:
WESTERN SLOPE ELECTRICAL CONTRACTOR, INC
FRANK
PODEST
0070 DEER PARK COURT
GLENWOOD SPRINGS
CO
81601
(970) 928-9238
(970) 384-2021
TipMeigaol.com
5270
PRIVATE
LARRY TRATE
0378 HOME RANCH ROAD
RIFLE
Co
81650
GARFIELD
XGEL - RIFLE
OTHER
NEW
MOBILE/MODULAR SERVICE
2000
N
IONISE
Inspections
type
Status
Inspected Date
12/06/2005
FINAL
ACCEPTED
Status/Actions
Permit Number. 573087
Type: ELECTRICAL
e1...W awnwin ceceinn in=115RR3___ 9/1/2006
FROM :WESTERN SLOPE ELECTRICAL
Division of Registrations
FAX N0. : 9703842021 Sep. 01 2006 08: 46AM P3
Page of!
Status: CLOSED
Opened: 12/01/2005
Expiration Date' 12/01/2006
Closed: 12/06/2005
Replaces: NONE
Replaced By: NONE
Email Inspector I OK
• Questions? Check out the Definitions Page or Frequently Asked Questions (FAQ).
• Please take our Survey to tell us about your experience with the online permits site.
Generated: 0941112006 06:03 s -m. Federal Home Page 11 S flour Paae Il R9Rirameot Home
Pam
Privacy Statement i Disclaimer Top nage
Teamcal AeekArrwe:
E-mail Inco m eon Tecmobpy Secsoe
E -Mail the Colorado Department of Regulatory Agencies
1560 Broadway, Suite 1550
Denver, CO 80202
(303) 894.7855 - Phone
(303) 894.7895 • Fax
ReQy Colorado
(11V (English & Spanish). Voice. VCO, ASCII. STS Assistance Numbers)
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Permit No.
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Building Inspector
Phone (970) 945-8212
COUNTY OF GARFIELD - BUILDING PERMIT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at 0.378 loan t-
Permit No. 9lo[a q
I have this day inspected this structure and these
premises and found the following corrections needed:
A-firtacAe-e51 67C tr.,
You are hereby notified that the above correction must be inspected
before covering.
When corrections have been made, call for inspection at 970-384-5003.
Date �- 20 D47
Building Inspector latieid nett
Phone (970) 945-8212
No. Cu0& R
Job Address
Owner
Contractor 'L Lc \ -r
057g' //omen c _
_ BUILDnen i CARD
A , T2s3
ss175aC12 1D Gi5Phone #g-lr`"fo�31- J77
Address Phone #37 - te)y t5
Assessor's Parcel No.al77- flI
Date 9 -a3 -nom
dd
ks: Front Rear RH
9°t�5e
Weatherproofing
Mechanical
Electrical Rough (State)
Elect ' final State) 12G ns
Final eckli Compsc
Certificate Occupancy # s 4—
Date
Septic System # -,(D
Date �l-o"T -OS
Final I/- 7-o1 , -v '--
o,1G�p
jou
of s est `
Footing 10 - I q-@
Foundation /o�2f3" 0S
Grout
Underground Plumbing
Rough Plumbing I:2--3-75Z-
Framing --,j_
Framing
Insulation
Roofing
Drywall
Gas Piping 11. - 5-Dc/e%_
INSPECTIONS
14:y1
6t7
MDQ-/
LH Zoning
Other
(continue on back)
MANUFACTURED HOME
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued.943/5Zoned Area Permit No 964..
AGREEMENT
In consideration of the issuance of this permit the applicant hereby agrees to comply with all laws and
regulations related to 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 Official and IMMEDIATELY BECOMES NULL
AND VOID. R4
Use
1111101koin
Address or Legal Description
Owner
befeittlagita
ctor eallianiar
INSPI i 1 iw, ul 1.181'
Footing : ! d _ t ti ` 5' 1Q,,,.
Foundation or Blocking : 1312 li,<EAL,Driv'eway : /
Rough Plumbing : /j 5,05-km
Gas Piping : lZ _ __a_c-/ow/L.
(by Electrical Fina! : _-19
(by State 1n�pccturl 1 b (U
Septic Final - i 7
�5 ��
Final : �R/ D 6 ()u
t
Notes: , / /'G+O S j!' �7v��.
a
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SerialSnow# o it: O20
THIS PERMIT IS NOT TRANSFERABLE
Phone 384-5003 108 8th Street, Suite 201. County Courthouse Plaza Glenwood Springs,Colorado
DO. 1)1• 1HP, (
APPROVED
Date
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(IF PLACED OUTSIDE, COVER WITH CLEAR PLASTIC)
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FLOOR LIVE LOAD • 40 PSF
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1 MARRIAGE WALLS ARE 4" THICK• ALL OTHER INTERIOR WALLS ARE 31/2" THICK UNLESS NOTED OTHERWISE. (• NOMINAL)
8. RANGE HOOD IS 100 CR -1 AND 15 EXHAUSTED TO EXTERIOR
9 BAT14ROCI1 VENT FANS ARE DUCTED TO EXTERIOR
10. GAS R4?GE 15 STANDARD (ELECTRICAL RANGE 15 OPTIONAL).
II G45 SEALED ca1f3U5T10N, FORCED AIR FURNACE I5 STD. (ELECTRIC, FORCED AIR RIF MACE 15 OPTIONAL)
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NRGco5E RANCH
`mry'WI
Cor,aBlanyTnata
175Y Corn Road 109
(IIonw0 � .s. Colorado 61601
SITEPLAN
BOOKEMEICZEIESI
CI.IFF
t.
h,, r,', I Se?'U /ret, Inc.
INSTRUCTIONS
Note: 1f using prefabricated roof trusses, skip instructions 18 thru 22. See truss manufacturer's
specifications for proper installation and bracing requirements.
1. Study the plan thoroughly. Be sure to check your local code requirements and if required
obtain a budding permit. Omit steps 2 through 8 if slab is poured by contractor.
2. Locate the garage on your lot to conform to local code requirements, such as ride and rear
lot set backs. Allow enough room for easy entrance, exit, or tum around, if possible.
3. Stake out the area as Illustrated. Be sure all comers are square. Remember that dimensions
on plan are to outside of concrete and Face of stud. See Foundation plan.
4. Dig trench for foundation approximately 12" deep, 12" wide at bottom. Taper inward at top
to approximotely 20".
Shiro liner
e" CONOerf
To 6" below frost line, if required.
5. Build forms for the concrete slab, using 2" lumber. Set top of 2" form board to desired floor
height and level. Inside face of form boards must line up exactly with "string lines" set at
proper building dimensions.
Brace securely. This is very important to keep forms from pushing out when concrete h poured.
thea gravel fill and tang to within 4" of the top of form boards.
6. Call budding inspector to check location and trenches before pouring concrete.
Note: At least two 1/2" (or #4) reinforcing ban in perimeter makes a better job. Using wire
mesh In floor slab minimizes cracking.
Have local electrical contractor Install conduit under slats for electrical service.
7. Pour readymlx concrete completely filling forms. Surface and level with a long straight board
and trowel.
8. Set anchor bolts (as foundation plan) 1 3/4" In from edge of concrete and extending
ti. of (erastA2{"4t ovs svfoce.
,ft. f6N'h. pllica,2x4 bottom plate on top of both with edge of 2x4 Flush with
ty lf. t +.=_,',,',,lilt and top with a hammer over each bolt fa locate position of bolt
1 111 1731, plate to fit over bolts..Checic by placing 2x4 plate over
1,411::,111„;.2.0.11t,: ..112.4e4 is' flush with fate of concrete.
NOTE. Note that the walls are toyed out in at least two panels each. This hos been done for
ease of hadling the pre -assembled walls.
FRAME CONSTRUCTION
Begin comtnrctlon by assembling wall parol, A, B, C and D, on the concrete garage slab
Assemble all 'cur panels before tilting them up into position.
10. Lay the predrilled 2"x4" bottom plate and one 2"x4" top plate for panel "A" side by side
and mark position of 2"x4" studs 16" o.c. as shown on panel elevation drawing (note that
the first stud space on each and of panels Is measured from the outside face of stud fa the
center Zine of the next stud). Assemble wall Panel "A" using preicut 2"x4" studs 7'-8 5/8"
long. Noll through tap and bottom plates Into studs using two 16 penny nails at each
coneacHan.
11. Let -In bracing. Check panels for squareness. Lay the 1"x4" corner brace on panel outer
comer at top of panel ten to bottom plate at a 45 degree angle. Mark 1"x4" position on
each stud. With your circular power saw cut Into stud 3/4" at each mark. Using a chisel and,
hammer knock out the piece of wood leaving a 3/4" recess into which you place the 1"x4"
comer brace and nail with two 8 penny nails at each stud and top and bottom plots.
Repeat steps 10 and 11 for panels "B", "C" and "D".
12. Now that you have His first four wall panels assembled you cm start the erection of the walls.
Tilt W panel "A" and place It In position over the anchor bolts. Brace panel securely with
2"x4" brace to ground stake. Place washer and nut on anchor bolts and tighten down panel.
Follow sane procedure for panels "B", "C" and "D"
2444 FRAMING
TOP 2x4 ADDED
AFTER WALL 1S
IN PLACE
DIAGONAL
BRACE > -
13. Repeat Instructions number 10, 11 and 12 for assembly of remaining wall panels. Assertible
and erect panels In sequence.
14. As parols are erected you can add the 2"x4" tie plate as shown on wall framing elevations.
Nall plate 16" on center with 16 penny nails.
15. Cut garage door header to length and nail together with two 16 penny nails at each end
Stogger nail 16 penny nails 32" a.c. along top and bottom DI header on both side
For 16'-7 1/2' opening use 2-1 3/4'x14" laminated header. For 9'-7 1/2' opening use
2.2'x12'header w/ 1/2' plywood. See detail '4A".
16. Nall 2"x4" cripples at each side of door opening. Lift assembled header into position and
ran on cripples and nail to panel studs using 16 penny nails. Nail hardware surround
to inside face of cripples (see garage door lamb detail).
17. Add 2"x4" fie plate to by remaining wall panels.
18. Lay rafter ties approximately 4' on center across top elate to form a working platform for
rafter erection. Brace ties below if span Is too long.
7A4--i-c3 CAR
W/WOR
/
1q i,, 11 '1 _11111 WPtilitIIIIIIII
19. Cutting ratters Is simplified by using the template pattern provided on
and cut he, rafters to size and check for accuracy. (Be sure to use the
pattern to mdse all additional rafters).
ROC
20. Erect and "tock -nail" the end rafters In place and brace temporarily.
from the gable end erect a second set of rafters. Slip the ridge board i
and support at each end with a 2"x4" stud. Be sure the ridge board is
are plumb. The remaining rafters con now be put In plate. Nall coil
Before nailing the rafter ties in place we suggest that you check yourg
hardware manufacturers Instructions as well os your automatic garage
instruction for the minimum clearance required from top of the garage
to the bottom of the rafter ties. II may require that the fist two rage
front of the garage be set up off the lop plate in order to gain the elea
required (see diagram below).
21. Add 2x4 gable studs, cave blocking and any other framing necessary
22. Apply 4" plywood sheathing over roof rafters starting at the bottom o
joints of roof sheathing so that joints on adjoining sheets do not occ
Check plan carefully. to find out how far roof sheathing should ext
23. Apply'roof shingles (pver felt if desired). Follow mawfacturer's trot
Extend shingles 3/4" beyond face of him board, and exeess of. shingl
inside only In order to maintain a trim appearing edge.
24. Trim out door opening with jambs and casing. Install windows with
Yx4' sill plate.
25. Apply aluminum coated Kraft paper over outside stud wall. Start si
sure that the first board is level. Check for level al every third boa
ends square, staggering joints on side walls.
26. Trim eaves and corners. Install doors.
27. Install garage door following the manufacturer's instructions includ
28. Paint or stain siding and trim 01 desired.
GARAGE
CSHOP
w
tor ph.
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-Ian. Layout
rafter at o
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HECK RAFTER
..Ums T 3R" _ rMi,� �ERINGF��SP��?
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bottom, maki
cut all joints
door pack
1.
r•",,, -n' .
OPTIONAL PREFABRICATED ROOF TRUSSES
(* is Substitute Roof Trusses, Listed Below, For -
Listed Above.)
DUAN
2 Ea.' ' 28'-0". •
15 Ea..._ -„.28'-0':
: "4
raming Material,
DESCRIPTION
4/12 8” O.H. Gable End Trusses
4/12 8" O.H. Roof Trusses
MATERIAL LIST
I:W.0MT SIZE
4 Pcs. 2x4x16'
2 Pcs. 2x4x14'
1 Pc. 2x4x8'
5 Pcs. 2x4x16'
2 Pcs. 2x4x14
5 Pcs. 2x4x16'
2 Pcs. 2x4x12'
2 Pcs. 2x4x8'
86 Pcs. 2x4x8'
14 Pcs. 2x4x8'
2 Pcs. 1 3/4'x14'(17-0"
3 Pcs. 2x12x10'
1 Pc. 2x4x10'
3 Pcs. 2x6x8'
1 Pc. 2x4x8'
6 Pcs. 1x4x12'
1 Pc. 2x4x10'
5 Pcs. 2x4x8' I10 Pa. 2x4x12'
50 Pcs. 2xex16'
23 Pa. 2x6x16
23 Pa. 2x6x14'
2 Pa. 2x6x12'
12 Pa. 1x4x10
2 Pa. 2x10x18'
11 Pa. 1x6x10'
2 Pcs. 2x4x12'
6 Pcs. 1x8x12'
4 Pa. 1x8x16'
6 Pa. 1x8x12'
4 Pa. 1x8x16'
34 Shts. 4(8(12"
2 Ea.
3 Rolla 15#
11 1/3 Sqs. 235#
2 Ea. 3'-0X3'-0"
1 Ea. 2'-S'k8'xe'k1 3/6"
1 Ea. 16'-0'(7'4'
1 Ea. 9'-0"X74'
130 L.F.
2 Pa. 1x4x10'
7 Pa. 1x4x8'
80 LF.
80 LF.
3 Role ---3a- Wide -- -
1134 Sq. Ft. 7/18'(12"
4 Pa. 1x4x8'
4 Pa. 1x3x8'
MISC. HARDWME
28 Ea. 1/2" Dtsx12"
2 Ee. 312'(31/2"
1 Ea.
22 Lbs. 16d
4 Lbs. 8d
10 Lbs. 6d
10 Lbs. 8d
18 Lbs. 1 1/4"
3 Lbs. 8d
DESCRIPTION
Bottom WaN Plate, Treated
Bottom Wall Plate, Treated
Bottom Wall Plate, Treated
Top Wall Plate
Top Wall Plate
Tie Plates
Tie Plates
Tie Plates
Pre -Cut Studs
Clippies
Laminated Garage Door Header (18'-0" Opening)
Garage Door Header (9'-0" Opening)
Blocking, At Garage Header (9'-0" Opening)
Headers, Cut
Sill, At Windows
Let -In Diagonal Wind Bracing
Garage Door Surround
Garage Door Surround
Gable Ends Studs, Cut
Rafters
Rafter Tles
Rafter Ties
Gable End Blocking, Cut
Hangers, Cut
Ridge Board
Collar Ties
Look -Outs, Cut
Soffit
Soffit At Rake
Fascia Bd.
Rake Bd.
Ext. 24/0 Plywood Roof Sheathing
Metal Roof Vents
Roofing Felt
Asphalt Shingles (Self Seal)
Sliding Window
Garage Service Door
Overhead Garage Door w/ Track And All
Necessary Hardware
Overhead Garage Door w/ Track And All
Necessary Hardware
Metal Drip Edge
Door Jamb
Door Jamb
Brick Mould
Door Stop
Aluminum Foil Kraft Paper (Optional)
Horizontal Hardboard Siding w/ 10 12" Exp.
Comer Boards
Corner Boards
Anchor Bolts w/ Nut And Washer
Door Hinges
Key In Knob Cylinder Lackeet
Common Nails, Coated
Common Nails, Coated
Common Nails, Coated
Galvanized Siding Nails
Galvanized Roofing Nails
Casing Nails
TURNED DOWN CONCRETE SLAB FOUNDATION
17 Cu. Yds. Concrete Slab Foundation and Floor. Concrete
Figures Based Upon Level Site Conditions w/
Gravel Base
900 Sq. Ft. 6"x8"-#10 Welded Wire Mesh
240 L.F. 1/2" Dia. 04 Reinforcing Rods
OPTIONAL FORMED FOUNDATION
(Wall Height Figured at 314" High)
4 Cu. Yds. Concrete For Fooling
11 Cu. Yds. Concrete For Walls
11 Cu. Yds. Concrete For Floor
900 Sq. FL 61(6'#10 Welded Wire Mesh
240 L.F. 1/2" Dia. #4 Relnfordng Rods
OPTIONAL COStNER BRACINOIWALL SHEATHING
8 Shts. 4'x8'x12" ExL Plywood Sheathing At Comers
22 Shts. 4'x8x12" Insulating Sheathing
10 Lbs. 1 1/2" Galvanized Roofing Nails
BOARD FT.
43
19
5
53
19
53
16
11
459
75
60
7
24
5
24
7
27
80
1067
366
322
24
40
53
55
16
48
43
48
43
1088 Sq.Ft.
7
19
11
e
These plans have been prepared to meet professional building standards. However,
due to varying construction codes and local building practices, these drawings may
not be suitable for use in all locations. Consequently, these drawings are not to be
used as a guide for construction unless the builder has confirmed suitability or until
the drawipgs have been adjusted to meet local requirements. Results may vary
according to quality of material purchased and the skill of the builder.
UMDO
o-
QUALITY PROJECT PLANS FROM:
HDA, INC. ■ ST. LOUIS, MISSOURI
0 COPYRIGHT 1987, ALL RIGHTS RESERVED
This plan has been prepared to meet professional stan-
dards of construction. A careful study of plan instructions
and dimensions is advised before starting work.
SHEET NO.
TOTAL
1
4
PROJECT PLAN NO.
14021°
•
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