HomeMy WebLinkAboutApplication-PermitGarfield County
Building & Sanitation Department
108 8`h Street, Suite #401 Glenwood Springs, Co. 81601
Office- 945-8212 Inspection Line- 384-5003
Job Address
Nature of Work
Owner
Contractor
NO. 99aa
�3bf OA ( S Co /6Sa—
Building Permit ,/&t -C -c e.P sthia (19- o (d--cfb - Xoc
Use of Building/cAs61-4-11A-40 6(z&oziwteckil_eatia)
4 ,
Amount of Permit $ 4 3 / • 6 6 Date
Clerk
Permit No
GARFIELD COUNTY BUILDING PERMITAPPLICATION
108 8• Street. Suite 401. Glenwood Springs. CO 81801
Phone: 970-945-8212 / Far: 970-984-9470 / Inspection Llne: 970-384-5003
6197a-
_ e% Parcel/Schedule No: 4-/7 - %? -eV-ace
Job Address:
3a, �ewsot�r %t o vd c) -'t' ser. cu,c.Fa-e ?R.s
1 Lot No: Block No: ' Subd. / Exemption:
2
Owner:'
cTdeAird ! r�enL. az.
Address
s a�
33a/6,4.04N
Ph:
3776 -s-574.1,t7
W k
s-
3
Contractor: (�� ,r�`�'p��/
F
Address:
Ph:
Lie. No.
4
Architect/Engineer:
Address:
Ph:
Llc. No.
5
Sq. Ft. of Bul]dln Jet-
Jet-
Sq. Ft. of }qk I M
VJ' Ostafrr
Height:
No. of/ Floors:
6
Use of Building:
7
Describes Work �
RFC?�Fs. ales -Ietec`er° _jl-4t
8
Class of Work: A 0 Atte o Remove
0 Addition ❑ Move
9
10
Garage: ❑ Single
Ors. X Double
Carport: 0 Single
0 Double
o Driveway Permit ,8. On -Site Sewage
Disposal
Site Plan
11
Valuation of Work: S �S 552 -Adjusted
Valuations: S %�j
1552
12
Special Conditions:
NOTICE
A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND
ISSUED BY THE STATE OF COLORADO.
THIS PEFther BECOMES NULL AND VOID IF WORK OR
AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS.
CONSTRUCTION OR WORK 15 SUSPENDED OR ABANDONED
PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I5
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED
APPLICATION AND KNOW THE SAME TO BE TRITE AND
PROVISIONS OF LAW -1' RNING HI TYPE OF WORK
COMPLETED WHETHER S•+ IFLED HEREIN
GRANTING OF A ' RMTT DOES 1 PRESUME TO GIVE
TO VIOLATE OR ANCEL THE • • S VISIONS OF ANY OILIER
LOCAL LAW -. ULATING CO .STRUCTION OR THE PERFORMANCE
• CON • - ON
MUST BE
CONSTRUCTION
OR. IF
FOR A
COMMENCED.
THIS
CORRECT. ALL
WILL BE
OR NOT. THE
AUTHORITY
STATE OR
,,
Plan Check Fee:
17Z, 41
Permit Fee:
2/ s Z6 -
Total Fee:
4 37 4, CV 01021),(a4410
Dated Permit Issued:
OCC Group:
Const. Type:
Zoning:
Setbacks:
14-17—/POI
Manu. Home:
PDSWyy ,
r1I
:� \�V/r ��
BIG-4;47PLNG. DEFT. 1
/DATE APPROVAL/DATE
AGREEMENT
PERMISSION 1S HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT
THE STRUCTURE AS DETAILED ON PIANS 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 IN 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 PERM) 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 NOT CONSTITUTE
AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLnIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES THE RESPONSI
BI I Y FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT. DESIGNER BUILDER.
AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST.
1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL)
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. M 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 & Bridge Department for driveway
installation, where applicable; as well as any final sign off by the Fire District, and/or 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.
1 understand and a: -e to abide by the above conditions for occupancy, use and the issuance of a
Certificate of cupancy the dwelling under building permit #�—�--
Signature
Bpapplicationfeb2
Date
Applicant C.iZ
PLAN REVIEW CHECKLIST
Date '"/ j -06
Building Planning/
Engineered Foundation Prope Line Setbacks
Driveway Permit 30ft ' cream Setbacks
L-4ueveyed Site Plan (0% Flo id Plain
B ilding Height
rade/Topography 30% s ning Sign -off
Attach Residential Plan Review List • oad Impact Fees
l/Minimum Application Questionnaire HOA/DRC Approval
/ Subdivision Plat Notes Grade/Topography 40%
4 -Fire Department Review Planning Issues
"Valuation Determination/Fees Subdivision Plat Notes
Red Line Plans/Stamps/Sticker
tach Conditions
Applica ' n Signed
Plan eviewer To Sign Application
Parcel/Schedule No.
4 0# Snowload Letter- Manf. Hms.
%l(, Soils Report
GENERAL NOTES:
1664 l = /S7sz
Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with
decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line
and original grade. A section showing in detail, from the bottom of the footing to the top of the roof,
including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation,
sheeting, house -rap, (which is required), siding or any approved building material. Engineered
foundations may be required.
A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be
designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind
speed, wind exposure B or C, and a 36 inch frost depth.
All sheets to be identified by number and indexed. All of the above requirements must be met or
your plans will be returned.
All plans submitted must be incompliance with the 2003 IRC.
Is a site plan included that identifies the location of the proposed structure or addition and
distances to the property lines from each corner of the proposed structure(s) prepared by a
licensed surveyor and has the surveyors signature and professional stamp on the drawing?
Properties with slopes of 30% or greater must be shown on the 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 plat with the proposed structure located
within the e}tvelope.
Yes_ v
2. Does the site plan also include any other buildings on the property, 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 building permit on is located on a corner lot. Special
setbacksdo Apply.
Yes �/
3. Does the site plan include when applicable 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?
Yes �/
2
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 IRC or per stamped engineered design?
Yes V
6. Do the plans indicate the location and size of ventilation openings for under floor crawl
spaces and the clearances required between wood and earth?
Yes V
7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist
spaces and soffits?
Yes V
8. Do the plans include design loads as required by Garfield County for roof snow loads, (a
minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor
Toads and wind loads?
Yes ✓
9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construction?
Yes
10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, roof rafters or joists or trusses?
Yes
11. Does the building section drawing or other detail include the method of positive connection of
all columns and beams?
Yes ✓
12. Does the elevation plan indicate the height of the building or proposed addition from the
undisturbed grade to the midpoint between the ridge and eave ofa gable or shed roof or the
top ofa flat roof? (Building height measurement usually not to exceed 25 feet)
Yes ✓
13. Does the plan include any stove or zero clearance fireplace planned for installation including
make and model and Colorado P1.7 II certifications or phase II EPA certification?
Yes No
3
14. Does the plan include a masonry fireplace including a fireplace section indicating design to
comply with the IRC? ✓
Yes No
15. Does the plan include a window schedule or other verification that egress/rescue windows
from sleeping rooms and/or basements comply with the requirements of the IRC?
Yes ✓ No
16. Does the plan include a window schedule or other verification that windows provide natural
light and ventilation for all habitable rooms?
Yes ✓ No
17. Do the plans indicate the location of glazing subject to human impact such as glass doors,
glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as
a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures
and specify safety glazing for these areas?
Yes No ✓
18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan?
Yes No ✓
19. Do you understand that if you are building on a parcel of land created by the exemption
process or the subdivision process, are building plans in compliance with all plat notes and/or
covenants?
Yes No 4F
20. 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 for a building permit? The building permit application will not
be accepted without it.
Yes No /W(t".
21. Will this be the only residential structure on the parcel? //
Yes No If no -Explain: /VOW ' tele41(v
22.
Yes ✓
Have two (2) complete sets of construction drawings been submitted with the application
23. Do you understand that the minimum dimension a home can be on a lot is 2011.wide and 20ft.
long?
Yes No
4
24. Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes i/ No
25. Do your plans comply with all zoning rules and regulations in the County related to your
properties zone district?
Yes No
26. Does the plan accurately indicate what you intend to construct and what will receive a final
inspection by the Garfield County Building Department?
Yes ✓ No
27. Do you understand that approval for design and/or construction changes are required prior to
the application of these changes?
Yes ,/ No
28. Do you understand that the Building Department will collect a "Plan Review" fee from you
at the time of application submittal and that you will be required to pay the "Permit Fee" as
well as any "Road Impact" or "Septic System" fees required, at the time you pick up your
building permit?
Yes ✓ No
29. 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 from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be
called in to 384-5003.
Yes / No
30. Are you aware that requesting inspections on work that is not ready or not accessible will
result in a $50.00 re -inspection fee?
Yes ,/ No
31. Are you aware that you are required to call for all inspections required under the IRC
including approval on a final inspection prior to receiving a Certificate of Occupancy and
occupancy of the building?
Yes ,/ No
32. Are you aware that the Permit Application must be signed by the Owner or a written
authority being given for an Agent and that the party responsible for the project must comply
with the IRC?
Yes ✓ No
5
33. Are you aware that prior to submittal of a building permit application you are required to
show proof of a driveway access permit or obtain a statement from the Garfield County Road
& Bridge Department stating one is not necessary? You can contact the Road & Bridge
t
Departmen1625-8601.
Yes +� No raht )%i<,u (4,/$-6/91)
34. 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 of the person performing the work will be
required at time of applicable inspection.
Yes ✓ No
35. Are you aware, that on the front of the Building Permit Application you will need to fill in
the Parcel.. Number for the lot you are applying for this permit on prior to submittal
of a building permit application? Your attention in this is appreciated.
Yes ✓ No
36. Do you know that the local fire district may require you to submit plans for their review of
fire safety issues? Yes ✓ No (please check with the
building department about this requirement)
37. Do you understand that if you are planning on doing any excavating or grading to the
property prior to issuance of a building permit that you will be required to obtain a grading
permit? /
Yes ✓
I her i y acknowl
of my abi
e that I have read, understand and answered these questions to the
Signa ; re of Owner ' Date
Phone: (970 (74 / (days);
Project Name: a.4esf IYB
Project Address: 150/ aidge7f ,4x0( o17
Notes: 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
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Garage Package
•Hardboard siding
•Fiberglass shingles
• Studs 16" o.c.
• 12" Overhang on sides
•Aluminum windows
•9' x 7' steel insulated
garage door(s)
•32" Prehung steel entry door
• Complete plans
With Aluminum Window a
Steel Entry Door
20• [ 24'
24'124'
24'170'
Cherokee
Garage Package
• Primed hardboard siding
• Fiberglass shingles
•Aluminum window
• 8' x 7' steel insulated
garage door(s)
• Complete plans
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24'1 24'
24'130'
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04/01/2006
Quote# CQ03242
DEBERA STEWART
3301 CNTY RD.214
SILT CO 81652
(000) 876-5659
SUTHERLAND LBR CO OF
KANSAS CITY LLC
2405 F ROAD
GRAND JUNCTION CO 81505
Phone: (970) 243-8000 Fax: (970) 243-1911
Quote
Job Address:
Page: 1
Date: 03/26/2006
Qty
Item# Upc#
Mfg# Description
3 7368897 71651120655
8 0016592 72166424624
1 0075051 40000075051
4 0075119 40000075119
4 0075093 40000075093
8 0075077 40000075077
130 3176559 40003176559
3 0022699 40000022699
8 0070300 40000070300
26 2330397 01548700047
3 0075077 40000075077
5 0075051 40000075051
3 0022681 40000022681
1 4913836 09507650726
1 4216727 08102350310
1 0001503 40000001503
32 0023416 08899160610
17 0043588 40000043588
2 0043596 40000043596
9 0074856 40000074856
9 7420821 76578311208
1 4624680 40004624680
1 6922637 77712306760
1 6516892 77712303223
80 3785714 40003785714
4 2627503 09334914209
3 1557255 02080958100
1 1986439 01159758013
2 1986413 01159758009
1 4958245 72604710039
2 4295382 72604713507
1 4296398 72604711808
1 4958005 72604710126
5 4295754 72604710505
4 4295226 72604713503
34 4657383 04431530000
1 4657961 04431575001
3 4657896 04431549761
10 2982973 77421015821
4 6744130 09456131076
6748685 09456131072
4 0075051 40000075051
CF5055024 REALER SILL 5 1/2"150'
21 4 12 NO2 TRTD YP 848
21 6 8 NO2 BTR HEM FIR XD 848
21 6 20 NO2 BTR HEM FIR KD 849
21 6 16 NO2 BTR HEM FIR KD 849
21 6 12 NO2 BTR HEM FIR HD 849
216 92 5/8 STUD GRADE HEM FIR PET
2110 10 NO2 BTR HEM FIR ED 94S
418 15/32 APA COX 4 PLY YP
418 1/2 ASPHALT SHEATHING
21 6 12 NO2 BTR HEM FIR XD 848
21 6 8 NO2 BTR HEM FIR ID 848
2110 8 NO2 BTR HEM FIR ED 848
F3OL DR PH FLUSH VALUE 3/0 SB
70088-Q3-4 VINTAGE BALL ENTRY KEYED PE
8'x7'
418 7/16 OSS/WAFERBOARD
24FT REG TRUSS 4/12
24FT GEL TRUES 4/12
21 4 10 STD BTR HEM FIR ED 848
08370 ROOF EDGE 41/4 D 10FT WHT
A042408 52 917 STL INS WHT
FJPM18010 BRI MLD FJ PRMD 11/412 10
FJPM18007 BRI MLD FJ PRMD 21N 7
7/16112116 OSB SMART LAP
10048 CORNER BDG OS 12IN SM 10 BG
N015 FEI,T 49Q 4328Q FT
413-009706 GAR DR W/S WHITE 9FT
413-007706 GAR DR W/8 WHITE 7FT
10002516 NAIL 16 SINKER COATED 25LB
135506112 NAIL RFC, GALV =G 11/2 5LB
118125}6 NAIL 16 CAGING eALV 1LB
10102508 NAIL 8 COMMON =RT 25LB
10550608 NAIL 8 BOX GAL5LB
1355061 NAIL RFG GALV EG 1IN 5LB
H1 TIE HURRICANE
MODNAIL HDG 10D 11/ IN LB 120/BOX
PSCL 7/16- R50 CLIP PL ' 7/16 STL 50/
11 2 8 PREMIUM WW
11 6 16 WHITEWOOD APP- i:CE
11 6 8 WHITEWOOD APP- - I+CE
21 6 NO2 BTR HEM FIR S4S
*** Continu- Neat Page ***
04/01/2006
Quote# CQ03242
DEBERA STEWART
3301 CNTY RD.214
SILT CO 81652
(000) 876-5659
SUTHERLAND LBR CO OF
KANSAS CITY LLC
2405 F ROAD
GRAND JUNCTION CO 81505
Phone: (970) 243-8000 Fax: (970)
Pa G: 2
243-1911
Quote Date: 03/26/2006
Job Address:
Qty
Item# Opc#
Mfg# Description
2
4
10
2
24
4
2
6
3
3
1
1
1
18
11
9
0075069
0075093
3177797
4295994
9900416
9921354
4651691
2910586
6926893
6926927
4913836
6617088
6291876
2127835
2127769
2127769
40000075069
40000075093
76112720000
72604710509
40009900416
40009921354
40004651691
74593272318
05307503576
05307503595
09507650726
40006617088
40006291876
04291900135
04291900105
04291900105
2% 6 10 NO2 BTR HEM FIR KD 848
21 6 16 NO2 BTR HEIS FIR KD S4S
21 2 8 ULTRA WW
10550616 NAIL 16 B01 GALV 5LB
SPEC ORDER PRO PML II 29GA 38°1 13'
42023 SPEC ORDER UNIV RDG 10'PAINTD
SPEC ORDER OVERHEAD DR TRIM 10FT PAINT,
8210330 WOODSCREW 11/2 WHT 250S.0
6N4030 1/1 SLDR WND VINYL WS WET LOWS
6N6040 1/1 SLDR WAD VINYL WS WHT LOW'S
F3OL DR PH FLUSH VALUE 3/0 S8:
69/16 EXT JAMB EST KIT 361N 2 -SIDS 1HE
R6015LTL DR TERR VW 15LT 6/0,*ADJ D
900135 R38 KIT BT 12124148 48.00
900105 R19 KFT RL 61/4S1St39K2 48.96
900105 R19 KFT RL 61t00411912 48.96
Doc?! f
11-3/401D
S
Sub Total 8667.87
Tax 663.09
Total 9330.96
This is an estimate only. Clerical errors ars subject to correction. prior tabisot to cyanoe without notice. No liability
assumed for the accuracy of lists prepared or taken off blue prints or plane. Material listed on this estimate will be tilled
.only as picked up or received by customer. prices shown on Ulla estimate will be honored for days from above date.
Customer is responsible for obeating local building codas, Ya offer free pride estimates oo ass local node changes.
fuss. Dep. Co 81416
8-74
12-00
6.100 a Sep 172004 Wink Industries, Inc Thu Jin 0917:07'182005 Pagel
17-4-13
24-04
&74
6.4-13
5+13
6-74
25-0-01
1-04
Sails -1'42 1
rye = ���
:� 4.00 33o( C iC
1 2 244-3Nil(
yµ6,
/� 81.1 7
3 -. 5 2 / Q
3110 =
8-8-13
10
416 =
9
3x4
153.3
6
4x6 =
24-0-0
3110 =
8813
6-6-7
6&13
h
d
Plate Offsets MY)
12:0-5-2,0-1.81. 18:05-2 0-1-81
LOADING (pet)
TCLL 40.0
(Roof Snav=40.0)
TCDL 10.0
BCU. 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1 00
Lumber Increase 1.00
Rep Stress Ina NO
Cale IRC2003/TP12002
CSI
TC 0.88
BC 0.74
WB 0.84
(Matrix)
DEFT in (Ix) Wdefl
Ver(LL) -0.10 6-8 >999
V6ri(TL) -0.45 0-8 >628
Floa(TL) 0.10 6 Na
Ud
240
180
Na
PLATES GRIP
MT20 169/123
Weight. 74 Ib
LUMBER
TOP CHORD 2 X 4 SPF 2100F 1 8E
BOT CHORD 2 X 4 SPF 2100E 1.BE
WEBS 2X4 WIN Stud
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing deadly applied 0r 2-9-14 oc amens.
Rigid ceiling directly applied or 10-0-0 ac bracing.
REACTIONS (lb/s®) 2=1537/0-3.8, 0=1537!03-8
Max Hoz 2=-65(1oad case 8)
Max Upllfl2=-2S9(load case 5). 6=269(Ioad case 6)
Max Grev2=17059oad case 2), 6=1705(Ioad case 3)
FORCES- (b) - Maximum CompresslonAtoximum Tension
TOP CHORD 1-2=0/41, 23=-3455/499.34=2887/411.43=-28671412, 53=-3455!499, 6.7=0141
BOT CHORD 2-10=4823143, 0-I0=-225/2132, 8-17=225,2732, 83=-398/3143
WEBS- 3-10=-9521233, 4-10=-117/1087, 43=117/1087, 53=952/233
NOTES
1) Wind; ASCE 7-98; 90mph. h=259; TCDL=5.0pst; BCDL=5.0pst Category II; Exp C; endosad; MW FRS gable end zone; cantilever be and
righ) exposed . end vertical left and right exposed: Lumber DOL=1.15 plate grip DOL=1.15
2) TCLL ASCE 7-98- Ph40.0 psf (flat roof snow); Exp C; Partially Exp.
3) Unbalanced snow bads have been considered for this design.
4) This buss has been designed for 1.00 times flat and load of 40.0 pal on overhangs non-cpwmenl with other live bade.
5) This Buss has been designed for a 10.0 psi bottom chord live load noncono rent with any other live loads.
6) The buss requtas pie inepecboh per the Tooth Count Method when this truss is chosen for quality assurance inspedian.
7) Thla Sup 4 designed la ecccrden a withers 2003 Inrmatlorrl Res dwitel Code sections 850211.1 and RB02102 end referenced
631114&3 AMIIVIPI 1.
LOAD CASES) Sbirdad
A WARNING • Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE SEPORE (ISE.
Detlgn wild ex use Dray wlm Wlek connectors. this riWgh b based only upon parameters tam, ad k br m IndlvlQlo bulling component.
Applcobay d design paaneters and peter hcerpaallon d carlpcnent b repvaEry of bulldog dormer- not In cletnesBrOdlg Mown
Is for lateral support oI hdttducl web members only Addlbrol tenpapry aping to lingo stabily clung mahuation a the reeparnbby Orbe
erector. Addllanol permanent tracing of the overall muctue Is the reepontlblly of the building designer. For generd guMaoe regodhg
fabrlcdbn. gutty control. storage. deivery- erection and art/chg. =wit ANSI/1161 Outlay Crtwlo. DSB89 rind Bali Building Component
ogles 1n 9nns
7x77 Greenback Lane
Sulw 1109
Canis Heights. Ca 98610
Truss
Truss Type
FINK
OR
70
%Y70 1
Job Fieltxarca (W!canal)
fuss. Dep. Co 81416
8-74
12-00
6.100 a Sep 172004 Wink Industries, Inc Thu Jin 0917:07'182005 Pagel
17-4-13
24-04
&74
6.4-13
5+13
6-74
25-0-01
1-04
Sails -1'42 1
rye = ���
:� 4.00 33o( C iC
1 2 244-3Nil(
yµ6,
/� 81.1 7
3 -. 5 2 / Q
3110 =
8-8-13
10
416 =
9
3x4
153.3
6
4x6 =
24-0-0
3110 =
8813
6-6-7
6&13
h
d
Plate Offsets MY)
12:0-5-2,0-1.81. 18:05-2 0-1-81
LOADING (pet)
TCLL 40.0
(Roof Snav=40.0)
TCDL 10.0
BCU. 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1 00
Lumber Increase 1.00
Rep Stress Ina NO
Cale IRC2003/TP12002
CSI
TC 0.88
BC 0.74
WB 0.84
(Matrix)
DEFT in (Ix) Wdefl
Ver(LL) -0.10 6-8 >999
V6ri(TL) -0.45 0-8 >628
Floa(TL) 0.10 6 Na
Ud
240
180
Na
PLATES GRIP
MT20 169/123
Weight. 74 Ib
LUMBER
TOP CHORD 2 X 4 SPF 2100F 1 8E
BOT CHORD 2 X 4 SPF 2100E 1.BE
WEBS 2X4 WIN Stud
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing deadly applied 0r 2-9-14 oc amens.
Rigid ceiling directly applied or 10-0-0 ac bracing.
REACTIONS (lb/s®) 2=1537/0-3.8, 0=1537!03-8
Max Hoz 2=-65(1oad case 8)
Max Upllfl2=-2S9(load case 5). 6=269(Ioad case 6)
Max Grev2=17059oad case 2), 6=1705(Ioad case 3)
FORCES- (b) - Maximum CompresslonAtoximum Tension
TOP CHORD 1-2=0/41, 23=-3455/499.34=2887/411.43=-28671412, 53=-3455!499, 6.7=0141
BOT CHORD 2-10=4823143, 0-I0=-225/2132, 8-17=225,2732, 83=-398/3143
WEBS- 3-10=-9521233, 4-10=-117/1087, 43=117/1087, 53=952/233
NOTES
1) Wind; ASCE 7-98; 90mph. h=259; TCDL=5.0pst; BCDL=5.0pst Category II; Exp C; endosad; MW FRS gable end zone; cantilever be and
righ) exposed . end vertical left and right exposed: Lumber DOL=1.15 plate grip DOL=1.15
2) TCLL ASCE 7-98- Ph40.0 psf (flat roof snow); Exp C; Partially Exp.
3) Unbalanced snow bads have been considered for this design.
4) This buss has been designed for 1.00 times flat and load of 40.0 pal on overhangs non-cpwmenl with other live bade.
5) This Buss has been designed for a 10.0 psi bottom chord live load noncono rent with any other live loads.
6) The buss requtas pie inepecboh per the Tooth Count Method when this truss is chosen for quality assurance inspedian.
7) Thla Sup 4 designed la ecccrden a withers 2003 Inrmatlorrl Res dwitel Code sections 850211.1 and RB02102 end referenced
631114&3 AMIIVIPI 1.
LOAD CASES) Sbirdad
A WARNING • Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE SEPORE (ISE.
Detlgn wild ex use Dray wlm Wlek connectors. this riWgh b based only upon parameters tam, ad k br m IndlvlQlo bulling component.
Applcobay d design paaneters and peter hcerpaallon d carlpcnent b repvaEry of bulldog dormer- not In cletnesBrOdlg Mown
Is for lateral support oI hdttducl web members only Addlbrol tenpapry aping to lingo stabily clung mahuation a the reeparnbby Orbe
erector. Addllanol permanent tracing of the overall muctue Is the reepontlblly of the building designer. For generd guMaoe regodhg
fabrlcdbn. gutty control. storage. deivery- erection and art/chg. =wit ANSI/1161 Outlay Crtwlo. DSB89 rind Bali Building Component
ogles 1n 9nns
7x77 Greenback Lane
Sulw 1109
Canis Heights. Ca 98610
J�
J5404BSU
Truss
G
Trues Type
FINK
ay
10
Job Reference (wheal)
R16644503
Overtot Trues, Dena Co 81416
I -1.o-01.
1-00
12-0-0
6.100 a Sep 17 2004 MTek Indusmes. Inc Thu Jun 09 17 07 19 2005 Page 1
24-00
12-0-0
454 =
7
12-0-0
12I
1-0-0
Sole 1421
24-0-0
24-0-0
Piste Offsets (XX): 120-1-12,0-1-81,1120-1-12.0-1 -81, f 18:03-0 0-3-01
LOADING (psf)
TCLL 40.0
(Roof Snar=40.0)
TCDL 100
BCLL 00
BCDL 100
SPACING 2-0-0
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Ina NO
Code IRC2003/TP12002
CSI
TC 0.38
BC 015
WB 0.16
(Maw)
DEFL in (loc) Udell
Vert(LL) -0.01 13 Nr
Ven(TL) 0.00 13 Nr
Horz(TL) 0.00 12 Na
Lid
120
90
Ne
PLATES GRIP
MT20 169/123
W eghl. 79 Ib
LUMBER
TOP CHORD 2 X 4 SPF 1850E 1,5E
BOT CHORD 2 X 4 SPF 1850E 1.5E
OTHERS 2X4WW Stud
BRACING
TOP CHORD
BOT CHORD
Structural wood sheathing drediy applied or 6-0-0 ac pudins
Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS (Ibis®) 2=318/24-0-0. 12=318/24-0-0. 16=231/24-0-0, 19=23&24-0-0.20=283/24-0-0, 21=147/24-0-0, 22=462/24-0-0,
17=23524-0-0, 16=263/24-0-0. 16=147/24-0-0. 14=46224-0-0
Max lion 2-A5(Iwd case 8)
Max Uplt12=-75(bed case 5), 12=-85(Ioad case 6),19=51(load case 7), 20--57(load case 5), 21=-37(load case 7),
22---83(load case 7), 17=50(bad ase 8), t6==757(Ioad case 6), 15=-37(load case 8). 14--93(load case 8)
Max Grav2=4200oad case 2), 12=429(bad case 3). 18=231(bad case 1), 10=326(bad case 2), 20=348(bad case 2).
21=197(load :ase 2). 22=815(loed case 2), 17=32e008d case 3), 18=348(load ase 3), 15=197(loed ease 3).
14 615(load case 3)
FORCES (1b) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/41, 2-3=-101(79, 3d=-00(72. 45¢52/88, 5-6=-58/104, 6-7=-81/120.7-8=-81/116, 8-@-58/88. 9-10=52/57,
10-11=-00/35, 11-12=-101/79, 12-13=0/41
BOT CHORD 2-22=0/67, 21-22=0/67, 20-214/67, 19-20=0/67, 18-12-//67, 17-18=0/67, 16-17=0/57. 15-16=0/67. 14-15 '57. 12.140/67
WEBS 7-16=-1902. 6-19=289/71. 5-20=298R8, 4-21x193/54, 3-22--499/122. 8-17=-289(70, 9-16=-298/78, 10-15=-193/53,
11-14=499/121
NOTES
1) Wind: ASCE 7-98; 90mph: h=25f1 TCDL=5.0psF, BCOL=5.Opst Category II; Exp C; encbsed; MWFRS gable end mne; cantilever loft and
right exposed : end vertical left and dght exposed: Lumber DOL. -1.15 plate grip D0L=1.15.
2) Truss designed lar wind beds In the piens ante buss only. For nab ecixesd to wind (nomad to the Face), sex MTsk'Standard Gads
End Delair
3)701: ASCE 7.98; P1=40.0 pd (eat roof snow); Exp C: Partlely Exp.
4) Unbalanced snow bads have been considered for this design .
5) This buss has been designed ler 1.00 limes flat roof load of 40.0 pd on overhangs non -concurrent with other live bads.
6) This Miss has been designed dor a 10.0 psf bottom chord ave bad noncanaFrent with arry other live bads.
7) MI plates are 244 MT20 unless otherwise indicated.
8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
9) Gable reclaims continuous bottom chord bearing
10) Gable suds spaced at 2-0-0 dc.
11) This truss Is designed in acopdance with the 2003 International Residential Code sections R502.11.1 and R80210.2 and referenced
Con stauedanan page ANS2PII 1.
A WARNING • Verii j design parameters and READ NOTES ON 7115 AND REVERSE SIDE BEFORE USE.
Design valid ler urs only won Meek connectors. this design Is based alh' upon parameters shown. and Is for on FIdNO/al bang component.
Appioobely of design parameters and paper Incorporation of corrpanert a nRporlsibely of holland designer- not tom desigar. &0C19lawn
for tolgd support or In&Wduol web members oat.. Add$ond temporary bracing to save deafly during ccratsctlol Is the raporabaly of the
erecta. Add6md permanent wooing of ire overall stuctve a the rerparebaly of ata bating designer. For generd gadance regarding
fablcalbn. wally control. sto mag. deWerv. erection and brick o. coral/ ANSI/1117 Quallty Criteria. 058-09 and BCSI I Stiding Component
.lune 1n 2005
7777 Greenbeak Lane
Sale 5106
Glen Hava4 Ca 95610
r
RAiTals®
COUNTY OF GARFIELD - BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 201 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at
Permit No.
33o/ este 2/1/
99lz-
I have this day inspected this structure and these
premises and found the following corrections needed:
„e_ � lL
fr
ON fnA___
�`� 3
Met; er,7 ate,
D f orth
You are hereby notified that the above correction must be inspected
before covering.
When correction(s)rhave been made, call for inspection at 970-384-5003.
Date J — e2 5 20
Building
Building Inspector
Phone (970) 945-8212
No.
Job Ad ss O
Owner `
Contractor ' Address
Setbacks: Front Rear RH
Assessor's Parcel No
a/i9- 0/0i -co- o
51 (9/0 b
Date
` B*UI LINO PERMIT CARD
CpL G) / 6 s� [�
Address 3 7 1 (. Q"Phone Phone # c "16 "56,5,
wz 2e a, -p
1
-O' /(�r-8'lJ�zq �
CQJ l o INSPECTIONS
Test C ewe -Owe -V.
t � we -V
Footing
Foundation s-, 3--o. /Qrye
Grout (�,�_�
Underground Plumbing >2.2--06 ^�r"1
Rough Plumbing 7-11-06 'Ping
Framing 7-//-06 97ri
Insulation ri-/7 O6,Qm.
Roofing
Drywall 7- 2C-0(0 OrYl.
Gas Piping
NOTES
hone #
LH Zoning
Weatherproofing
Mechanical
Electrical Rough (State), C-0
Electrical'Fi al (State) 71 --aa
l
Final /Checklist Comp eted? �
Certificate Occupancy #
Date
Septic System #
Date
Final
- 7-06
Other
(continue on back)
t
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
GARFIjj.ELD COUNTY, COLORADO
no
Date Issued 1..t .b.Zoned Area Permit No
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 theo be revoked by notice from the County Building
Inspector and IAIMED ELY BECOME NULL AND(°IttoAa(
ID.�_ I ►UG/��_1f "a& (tie VIIit
Address or Leg).l .escription 3301
� �
Owner 1>C4 I'C!64 bA(&Contractor 0LA) /*I
Setbacks Front Side Side Rear
This Card Must Be Posted Sr It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing al&to 9.d,/',
Driveway
Foundation 6-7-3-v rra,
Underground Plumbing S_2,2._(j(, ism
Insulation 7 -/i -0(o PilAiL
Rough Plumbing 7_ //_o6 -C -
Drywall 7 - 2.4 -p, eyy,__
Chimney & Vent ,/
Electric Final (by State Inspector)
Gas Piping Noxi
Final q7/, /%( x„ /
f
Electric Rough (By State Inspector) i J.db
pdc-Final q /2--16 e
Framing 7-//-��� Ifs
(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
For Inspections CaII 384-5003 108 8th Street Glenwood Springs, Colorado
APPROVEDDO NOT DESTROY THIS CARD
Det I ByI'_ l id4 ►3/ c e
F PLACED OUTSIDE - C VER WITH CLEAR PLASTIC
