HomeMy WebLinkAboutApplication - PermitGarfield County j NO. 10455
Building & Sanitation Department '---· ______ _J
108 tfh Street, Suite #401 Glenwood Springs, Co. 81601
Office-945-8212 Inspection Line-384-5003
Job Address ~0 1-9 cr t1f>LI t\F te,..
Nature of Work Building Pe~it ~ las-~ \l-(X) -C)~~ -~Use of Building ~ Y\Vf>ft ?SlMD.C(e '"Th bVYlf>lU\{.~{2 \fl~U"StVltf
owner C?louqb 1 Gene.\Jteve
Contractor N'Sr (?Q) n"St--
Amount of Permit $ ~ ..t{,b · · ri~te.___,S,_~-'-n_.__--_,0"'--i-_____ _
tnoou\or yoo -. . )31~ 76 \• \fu, . lC~~ ·4b -1-Clerk !) v01lCJ (' · 'tlfo(()7 cut/k/1 fu~. . . . ...
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Permll No:
Job Address:
Lot No:
2
3
4
5
GARFI E LD COUNTY BU ILD I NG P ERMIT APPLICAT I ON
108 8 '" Street, Suite 401 , Gle nwood Springs, CO 81601
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Phone: ~-945-8212 I Fa.x: 970-884-8470 1 Inspection Line: 970-884-5008 , ,
l OL\,S\J Parcel/Sch edule No:/)a J1S-~ J l ~ 00·0~ rq..
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Lie. Nor ., 2 ·z_cn '-:>..)
Li e. No.
No. of Floo r s:
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8
9 Carport:
10 0 S ite Plan
11
12 Specia l Conditions: .All ut 1: 4:-e ~ D"' 'S :f ..t ct f r-c."''./.1 . D;l ly r-..ep (a.c.. ~~ ':) ~·lwd/J..~ s,-/r Hc:f.,._,.ll . .r-1/-v:> :I l2.c. ,4·1A.-l"' fa..-lt tf"J .:r
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NOTICE
A SEPARATE ELECTRJCAL PERMIT IS REQUI RED AND MUST BE
ISSUED BY THE STATE OF COLORADO.
THI S PERMIT BECOMES NULL AND VOID I F WORK OR CONSTRUCTION
AliTHORIZED IS NOT COMMENCED WITHLN 180 DAYS, OR. I F
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I S COMMENCED.
P la n Ch eck Fee:·
;)'-/ )' z I
Total Fee:
Zon i n g:
M a nu. Ho m e :
l-.\00 ou
AGREEMENT
Permit Fe3
77
2-r
Dated Permi t Issued:
Setbacks:
ISDS No. & Fee:
PERMISSION IS HEREBY GRANfED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT
THE STRUCTURE AS DETAILED ON PLANS AND SPECIFI CATI ONS SUBMI TTED T O AND REVJEWED BY THE BUI LDING DEPARTMENT.
IN CONSIDERATION OF THE I SSSUANCE OF T HIS PERMIT. THE SIGNER. H EREBY AGREES TO COM PLY 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 COMPI LED WITH IN THE LCOATION. ERECTION. CONSTRUCTION. AND USE OF TliE
ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME
NUL L AND VOI D . THE ISSUANCE OF A PERMT BASED UPON PLANS. SPECI FICATIONS 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 PREVENTI NG
BUILDING OPERATION BEI NG CARRIED ON THEREUNDER WHEN I N VIOLATION OF T HS CODE OR ANY OTHER ORDINANCE OR REGULATION OF
THIS JURISDICTION. THE REVJEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTIT UTE
AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFI ELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENC I ES. THE RESPONSI
BI LITY FOR THESE ITEMS AND IMPL EMENTATION DURING CONSTRUCTION RESJ'S SPEC I FI CIALLY WlTH THE ARTICTECT, DESI GNER. BUILDER.
AND 0+ COMMENTS ARE INTENDED TO BE CONSERVATIVE AND I N SUPPORT OF THE OWNERS LNTEREST. ·~~ ~ R"e' HEBEBY ~\tiCf'P THAT' HAVE READ AND UNDERSTAND THE AGREEM ENT ABOVE ''"'11ALI' c,/<'
c~ s 1S' ~~rr_s-~}
$ O,LIS -~I $ l--1-1--~~-
The following items are required by Garfield County for a final inspection:
1. A final Electrical Inspection from th e Colorado State Electrical In s pector;
2. Pennanent address assigned by Garfield County Building Department posted where readily
visible from access road ;
3. A fini shed 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 s teps outside or inside over three (3) steps must have handrail s, guard rails on bal conies or
decks over 30" high constructed to all IBC and TRC requirements;
6. Outsi de 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
al l 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.
9. If you will be connectin g to a public water and/or sewer system, proof of the tap fee s have been
paid and the connections inspected by the serv ice provider prior to i ssuan ce of a C.O.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE
PROCESSED AND ISSUED.
****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 occupanc~ us~. a the issuanc e of a
Certificate of Occupan;:{ J<?r _th ~ :t:Jiling under building permit#___._) \)=-L....::(--='S-=--·~--
CJ:L&20 'f" 1/N-~ ? k~~u r taLI.!L, 1 ·:;-,;zoo ! ~~_,, u~
Sign ature Date
Bpapplicationoctober2006
VALUATION/FEE DETERMINATION
Applicant C I D lACf""
Address 1 fi-7'7' Cit Z (, '1
Date S-r -o7
Fini s hed (Livab le Area):
M ain
Upper
Lower
Other
Basement:
Total Square Feet
Valuation
Unfinished
Conversion of Unfinished to Finish ed
Plan Check Fee for Conversi on
Valu ation
Gara~e:
Valuation
Subdi v ision
Lot/Block
Co ntractor
Crawl Space: 'ls-q
Valu ation · CT D K tf =-;;2 31 3t ~
Decks/Patios :
Covered
Valuation
Open
Valu ation
Total Valuation
-
rjta;cn ~~~ /o
4 0 ~~3 (}____
VALUATION/FEE D ETER lYIINA TION
Ap pli ca nt_C=-~' o=-lA..:....=r,es~~....!..----
A ddress _J...J, &-~7.:.Lq-_~C.::::../l:.=._-'2.=-l(,!::-.'i..:.....__
ubdi v is io n
Lot/B lock -Dat e ___ ~s~--~~-~o~J~--------Co ntracto r ll1 5 ,IZ c or-J5 t
Fin ish ed (Livable Areal:
Ma in
Upper
Lowe r
Other
Total Squw-e Feet
Val uat ion
B ase ment:
Gara!I e:
U nfini shed
Convers io n of l nfin ished to Fini s hed
Plan Check Fe e for Co nversion
Va lu mion
Va lua tio n
C rawl Soace: . . -L~qo K 1 =-.., 3 2 1 ,.r Va luati o n CT ~ 1 ./ <Y
Decks/Pati os:
Covered
Val uati on
Op en
Va lu at ion
To tal Valuat io n
N.w H~
ro.r.s ?~p
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PLAN REVIEW CHECKLIST
Date. __ 4_,__-__.!:'7-:::._~.-___,l_-=d_'J--1---
Building
_L_Engineered Foundation p.u... VI-I~ t-('~
~Driveway Permit G .b "":>+ (A
L surveyed Site Plan M~ t?D
1
5r"';vtt.q,
--1L_Septic Permit and Setbacks (;:,.X.L s 1~) _ .. Yu l'l-~ t J ·L .V'VVI"\!
L Grade/Topography 30 %
__4ttach Residential Plan Review List
___lLMinimum Application Questionnaire
~ubdivi s ion Plat Notes
.J4:t-Fire Department Revi ew
../ Valuation Determination/Fees
L Red Line Plans/Stamps/Sticker
L Attach Conditions
LApplication Signed
_lL_Plan Reviewer To Sign Application
L Parcel/Schedule No .
_L 40# Snow load Letter-Manf. Hms.
_J__ Soils Report
GENERAL NOTES:
Planning/Zoning
~perty Line Setbacks
~Oft Stream Setbacks
_;1_f},:__Flo od Plain
_j2£_Building Height
-~ign-off
(/It-Road Impact Fees
__i[£_HOA/DRC Approval
~e/Topography 40 %
_____Wianning Is s ue s
~Subdivi sion Plat Notes
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.
I
1.
2.
3.
4.
6.
7.
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 of30% 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 fina~_l lat with the proposed structure located within the envelope.
Yes --+-""'"----
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 th~i signature and professional stamp on the design.
Yes ·-__.p...,----
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 bui ding pem1it on is located on a comer lot. Special setbacks do apply.
Yes '-.P..~--
Does the site plan indicate the location and direction of the County or private road accessing the
pro pert~?.
Yes --+-----
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~nit showing exterior doors is required.
Yes --+-=----
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
applica~fon for a building permit? The building pennit application will not be accepted without it.
Yes No -------
Will this e the only residential structure on the parcel?
Yes No Ifno-Explain: ______ _
Have two (2) complete sets of construction drawings been submitted with the application?
Yes '1
2
·-." / \ / 9 / . I
\_j
11.
12.
13.
14.
15.
16.
17.
For the placement of a manufactured home, have the following been specified?
The size of the unit (min. 20ft. x 20ft.); live roofload (min. 40# could be more depending on elevation
of property ; wind design (min. wind speed of 90 mph); foundation design; method of anchoring?
Yes --+--~-
Have you designed or had this plan designed while considering building and other construction code
requi~ents?
Yes ~ No __________ _
Do your p~s comply with all zoning rules and regulations in the County related to your zone district?
Yes . ' No _____ _
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 __________ _
Do you understand that approval for design and/or construction changes are required prior to the
application of these changes?
Yes '/ No __________ _
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 System" fees required, at the time you pick up your building permit?
Yes j= No __________ _
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 a.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-
5003.
Y es. ____ ~/'?1-·· __ _ No __________ _
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 'f-= No ____ _
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
18. 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.
Y au can contact the Garfield County Road & Bridge Department at 625-860 I or refer to the phone
book for the State 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 of the person performing the work will be required at time of applicable
inspection. Yes ;t::~-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 IJermit 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
inspection? The State will charge a fee for this inspection.
'W' 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 Code?
Yes p-No _____ _
23. v 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 exeftion) 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 of 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.
c: -£i:::;(:;c:;·~w tf-lr-&J/U$1_;
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Phone : q11) · (Q lej -u I o "7 (days);
Project Name: {/'.ffllf t!.' eue. C /ot<.,};~
Project Address : I 6 7f'l Co W~d·¥ t~o( Z 0?</.-·
Notes:
__ 92""-1'-',r;-'-Yl,_-e.=--______ ( evenings)
If you have answered "No" on any of th e 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 e xpected . Work may not proceed without the issuance of a permit. If it is determined by the Building
Official that additional information is necessary to re view 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.
bpminreqrrUiFeb2005
5
GARFIELD COUNTY
BUILDING and PLANNING
MANUFACTURED HOMES
Installation requirements within Garfield County
1.) A fuel gas pipeline pressure test is required by the installer and the test is required
to be witnessed and approved by the Garfield County Building Inspector. Test
must be a minimum pressure of I 0 psi and show no appreciable drop within 15
minutes. A gauge capable of indicating pressures no higher than 60 psi shall be
used in the test.
2.) All stairs serving the unit are to comply with the IRC and IBC for rise, run,
handrails and guardrails.
3.) All decks and porches which are more than 30 inches above grade are required to
have guardrail complying with Section R312 with a minimum height of36 inches.
Guardrail shall have intermediate rails or an ornamental pattern such that a sphere
4 inches in diameter cannot pass through. Section R312.2.
4.) If manufactured home is placed on a basement foundation, the foundation and the
basement shall comply with requirements of the IRC including but not limited to:
(a) Installation of smoke detectors in the basement and in the manufactured
home. Section R313.
(b) Installation of escape or rescue windows. Section R31 0.
(c) Providing oflight, ventilation and sanitation. Section R303.
(d) Providing of minimum room dimensions. Section R304.
(e) Protection of insulating materials for flame spread requirements. Section
R314.
(f) Forming and placing of concrete for foundation and floor slab. Chapter 4
IRC.
(g) The inspection of all framing as required under the IRC.
(h) The inspection of all plumbing as required under the IRC and IPC.
5.) L.P.G. (Liquefied Petroleum Gas). Appliances burning L.P.G. shall not be
installed in a pit, basement or similar location where heavier-than air gases may
collect UNLESS such location is provided with AN APPROVED MEANS FOR
REMOVAL OF UNBURNED GAS. The policy in Garfield County is as follows:
(a) An untrapped drain with a minimum diameter of 4 inches located in the
lowest area where heavier-than-air vapors may collect is to run with a
CONTINO US slope to an exterior area which is not within a depression or
recessed below adjacent terrain.
(b) The area of termination is to be determined by the Building Inspector as
likely to remain free of standing water, ice and other debris that may
prevent the flow and dissipation of unburned gas.
(c) The upper inlet and termination of the drains to be provided with
protection from the entry of debris animals which may cause blockage of
the drain. This protection is to be approved by the Building Inspector.
6.) A FINAL INSPECTION OF THE PLACEMENT, BLOCKING, TIE-
DOWNS, SKIRTING, GRADING and COMPLIANCE WITH ABOVE ITEMS
IS REQURIED and APPROVAL GIVEN BY THE BUILDING DEPARTMENT
PRIOR TO OCCUPANCY OF THE MANUFACTURED HOME OR
OCCUPANCY OF THE BASEMENT.
7.) The Garfield County Zoning Resolution of 1978 with Amendments through
December 9, 1997, has been amended to read as follows:
2.02.07(1) Building-Conventional and Manufactured:
A building constructed or erected on the lot or building site or a factory and built
to meet the "International Residential Code", the "Uniform Building Code" or the
"National Manufactured Housing Construction and Safety Standards Act of
1974", has a minimum dimension of twenty (20) feet wide and twenty (20) feet
long and meets the local building code requirements for wind speed of 90 mph;
anchoring requirements in accordance with installation standards based on the
minimum basic wind speeds in miles per hour specified in the IRC & IBC; and
meets or exceeds the snow load requirements adopted by Garfield County
***(Garfield County reguires 40# per square foot up to 7,000 ft. in elevation and
certification from the factory is reguired that ties the snow load to the
Manufactured Home's Serial Number).
Any building meeting these criteria is defined as a single family dwelling and
allowed in any zone district that allows a single-family dwelling.
8.) All work must comply and be inspected by the State of Colorado Division of
Housing.
Mfginstallreq0ct2004
***NOTE: A BUILDING PERMIT WILL NOT BE ISSUED UNTIL WE
RECEIVE THE CERTIFICATE.
GARFIELD COUNTY
BUILDING REQUIREMENTS
Codes: 2003 IRC, IBC, IFGC, IMC, IPC,
Setbacks: Check subdivisions and zone district for setback requirements.
Snowload (measured at the roof): 40PSF up to 7000ft. elevation.
50PSF 7001 to 8000ft.
Seismic design category: B
75PSF 8001 to 9000ft.
IOOPSF 900 I to I OOOOft.
Weathering probability for concrete: Severe
Termite infestation probability: None to slight
Wind speed: 90mph
Decay probability: None to slight
Wind Exposure: B or C (see section R301.2.1.4)
Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above.
Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft.
elevation.
Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by
Building Official.
Ice shield under-layment required.
Mean Annual temp.: Variable
Insulation: Maximum glazing U factor: 0.50
Minimum R-Values:
• Ceilings/roofs R values are: R-30 stick built
structures. R-38 log construction and steel
rafter construction.
• Walls R values are R-19 wood frame; R-19
cavity R-3 sheathing steel studs.
• Floors R-values are R-19.
•
•
•
Basement wall R-values are R-10 be!'ow
grade, R -19 above grade.
Slab perimeter R-value and depth is R-
10/36in.
Crawl space wall R-values are R-10 below
grade and R -19 above grade
If floors over crawl spaces are not insulated, the crawl space walls must be
insulated. Basement wall must be insulated to frost depth. Common walls
garage to house must have R-19 insulation. Common ceiling/floor garage
to house must have R-19. Take precautions to protect plumbing in these
areas.
DISTRICT COURT, GARFIELD COUNTY,
COLORADO EFILED Document
Court Address: CO Garfield County Distlict Court 9th J D
109 Eighth Street
Filing Date: Sep 7 2006 3:33PM MDT
Filing ID: 12298639
Glenwood Springs, CO 81601 Re\iew Clerk: Suzan Lakin
• COURT USE ONLY.
Case Number: 06PR 90
IN THE MAlTER OF THE ESTATE OF
W.F. CLOUGH aka WILLIAM F. CLOUGH aka
WILLIAM FRANKLIN CLOUGH
Division: A Courtroom:
Deceased.
LETTERS
<)~ENEVIEVE CLOUGH was appointed or qualified by this Court or its Registrar on
~ !/. c2WG as: Personal Representative.
I
The decedent died on August 29, 2006.
These are Letters Testamentary.
CERTIFICATION
CPC 17 RJ/03 LEITERS
This fonn confonns in substance to CPC 17
or
cf}Q07
Certified to be a true copy of the original in
my custody and to be in full force and effect
as of:
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~~}cvhc S. --f::c, 10{"-{t,l ~tu .... \~lA.A-'(n c<_,-~y_-/ /lr~',:.ft"-d.....~'-'LW ;;
j:.l.cl.;y-~\...C..;....v' £t;o.H ..... C.. . ~f'-<-(L c{)(&..-t 'l ':S-
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6 p /aLIS5 . .
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The Bu_ye~ is:_r~_sp_C:)ii5i,~l~-f_O,_a-d,~_q~Ot~t_Y·--~-~:f:~:_'(~~-p~_Ys_i:~~ifry;onl'e_s~ie,}~·:·.-~tb·~,_p_l:o_c_e~.e.rlt ·~f--t~e-hO~e. The hitch end{s) of the home
· MU.Sl\b~. _sfl_~-w!l_·~n-~this.-~,_ot __ pl_d_n~ __ BU,y,e~·cigf_e§t5~t_O:p.a_w=~:e.~~-~rt_s,,e~p~ns.e~-,f.~f'-P.,IJ_y_:_a_~_d_jt_it;>luii 1 _co.Sts incur_ted t_o m·ove or reset home if
$ile is.not a~e,quahilyrinuke<Lherewitti.< ·· ·· · .·· ' .,\ · · · -• ' · .-.. ·, · -·· · ·
By signing below, 1/We agree that the above information is correct to the best of my/our knowledge. 1/We
understand that any changes to this information MUST be submitted in writing and approved by GoldenVilla
Homes in writing:
E
Buyer's Signature:,_,A~i%f<. i;.L+~...:.IU=ff--1 --,/,L%Jt1L/·"-'' &£""· -"'. -"/ (4')_'-".,~,'f;-".£\'--J,,--------Date:_~~/'-·f-.frL·.·'"-7-'"'/-'-'"-· '-=-----
Buyer's Signature:'==c-------------------------'Date: __________ _
,? ... , ... ,r 1c1 D ~
Stgnature: __ ~-'-----'---'=-==--~--Print Name: \ <:... \'('u.. ':>-<!... Date:_~-.__·.._) ---'1_{_,__-_c_'_,_? __ _
Sales Manager's Initials: ______ _
- 4 -
Garfield County
BUILDING & PLANNING DEPARTMENT
AGRICULTURAL EMPLOYEE AFFIDAVIT
FOR EMPLOYEE HOUSING
~ ~ c~ c6~'iu "--..-'V' I, --L ~. , state that the
residential structure described below will b ccupted solely as an agricultural employee
dwelling unit provided to an individual and related family member who is/are empl oyed
in an agricultural use, including farms, garden, greenhouse, nursery, orchard, ranch, small
animal fann for production of poultry, fish, furbearing or other small animals, as ·
prescribed in Garfield County Zoning Resolution Section 3.02 .01 and in Section 2.02 .02
Agricultural Land , on the property at which the dwelling is located and further , pays no
rent.
It is agreed that proof of employment, in the form of Internal Revenue Service Forms
W-2 or 10 99 for each perso n employed as des cribed above will be submitted to the
Garfield County Building and Planning Department upon request by the county.
It is agreed that this property will not b e sold to another party without representing that
the agricultural employee dwelling stru cture is for agricultural employees onl y and may
not be used for any other purpose.
Property and Building Description:
Address {!"79 Co k'd Zto J {<:-\(~ Q,\ oj(et))
Assessor Parcel Number 7 .(7 5-ZI/-Ou -o e,z....
Building Description Q..g,s ~d ...t -N/-9 ( l1 o t?, f
Building Square Feet Habitable _.!=::z.:......c;~q~o<-'o/f:::t:.f--LE!_t _____________ _
Building Permit Number ----------------------
ISDS (Septic) Permit Number--------------------
,.
OwnerU-SQ/..l.L!i.~t..r_...~!L!:::!,~L__.L__~~qa..~~~d:...~~.A&.~-¥-...11_..L-ESign atur~
~~~~-------4~~~~~~~~~·
Aghs g9/2004
108 8th St ree t, Suite 201 , Glen woo d Springs, Co lorado 8 1601
(9 70) 945-82 12 (9 70) 285-7972 Fax: (97 0) 384-3 4 70
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 201 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at f S' 11 OZ 2-(, tf
Permit No. /() t( 5""S:
'
I have this day inspected this structure and these
premises and found the following corrections needed:
Brrse a( Foofu )/"Lu.Sf ~q_
f ~ tL )l I f '' T!TfL ~ u;· 2 *'f.
66 f-k"'"' o,(. {ocJf'{-
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date ________ _ 20 ----
Building Inspector----------------
Phone (970) 945-8212
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 201 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at ____,(_,S'--1_q;_UL __ Uo __ ic__ ____ _
Permit No.---'-"~ O:_ct_$~5""" ________ _
I have this day inspected this structure and these
premises and found the following corrections needed:
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date 1-Ji · . 20fu_
Building Inspector ~
Phone (970) 945-8212
\00\S~ No._~-~-------------Assessor's Parcel No. ~"''-'\-'t':"-$'---=~:--:tt:--"0_6_-_Dd,J,
Date S-rt·D+
BUILDING PERMIT CARD
Job Address 1619 Or i2.6Lj f<l }le T-
OwnerCIQOqV.1 GI?V'LSQ!Ietjf? Address 6o.>< 686 Phone# fuJ:S-DIO
"' "''f C1"'"'co..L Address &.Lit.) Hwv (, 1'-~15 Phone #~L(S·Qc0C( Contractor Lfl.i> '"'or +
.S,E!Ib!lc.ks: . Front Rear ~,....=::c-:---. RH LH Zonir1fl.-: /1 coV1u~t fle>\rv\ 3Tomqe, trr F.OCtori'ilism:~tol®w ol'lcrov.JL Sf<'..l[e.-'lfPC DlA-{Z
h f' '8-b Soils Test Weal erproo mg _____ __,~""'-------
F olin (., ·Ul· D 'l @J!l. ~ R Mecham cal F~und~tion J-:Z -0/ /&i'(\ Jk4"¥ ?'-/v--()1 ~ Electrical R.ough (State) -d,c:;:.,..t,i.£'~':::·-;;7°;-:72;;;-fh.r7!-:--
Eieclt;i.Jial F mal (State )-,-2-"'"?'-'o"--:'"""~=tf;";;:,--
Grodut d PI b' FinaiP f. 0 1 /Checklist ComRieted ?..,_,~~-Un ergroun um tng
0
# "5+4.&'
R ugh Plumbing to·$· o 1 li1'n' Certificate ccupancy"d{:<:::q. F~ming r'MM.ac-q -(:3-o? ,VJIU . Date --,4-.,."3""'~~~\D~='=L-""'-'""------
Insulation 7T Septic System#~-~-~-~-=;:---------
. Date ~ Q;b Rooftng Final~ ; • .;§;(1#-v:S·o? Drywall ---:;;---;;-----:=-=~-----~
Gas Piping IO·J-o7 iPm Other ----~f----"----------
?IJ1 '3/y/J/ NOTES
0 tJ_r--::: ~ ~ . ( tfo# ~ ...yf:2.]4/1 ~,1-01 :.;;-j$1\-0 ·~ l.)(>l c.,.kt (continue on back)
/Ofb&/ /OM?,__, lu,~&;;,b'tll~ i!'Z"JCj.7'5 8-~.D~lf]
EXTERIOR
Address No.-------------
Drainage-------------
Decks-support & clearance to wood ------
Decks-stairs & ralls ----------
Exterior locks ----'---------
Flashing around doors & windows _____ _
Insect screens------------
INTERIOR
GARAGE
Fire wall separation----------
Service doors-Hi!" min.---------
Door (20 min.) w/auto closer-1%" min, ___ -:-_
Mach. equip. 18" above floor _______ _
No opening Into sleeping area ______ _
BASEMENT-CRAWL AREA
Access _____________ _
Insulation-------------
Headroom/Stairs __________ _
Ventilation------------
FINAL CHECKLIST
MECHANICAL ROOM
Boller_-:----------
Hot water _________ _
F.A. gas/oil _________ _
Floor draln•----------
Ciearance•----------
Air con. system. ________ _
'Hot water heater--------
Combustion air _______ _
Gas piping, valves _______ _
LPG Drain----------
FIREPLACE/STOVE
Clearance to combustibles ____ _
Termination of chimney _____ __
Combustion air _______ _
Hearth (12" or 20" on sides) ____ _
Glass doors ________ _
Certified by:.~--------
REMARKS
STAIRWAYS.
Headroom (6'6") ---------
Railing & guardrails --------
Width'--~-,--------
Rise & run-----------
KITCHEN
Clearance above grill _______ _
Exhaust fan_~-------
Broiler exhaust (1 hr. chase)------
BEDROOMS
Egress ___________ _
Smoke detector---------
BATHROOMS
Exhaust fan __________ _
Shatterproof glass; ________ _
OTHER
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued •.. .':>.:!}~ .. Zoned Area ............................... Permit No ..•... \.9.~.~-······
AGREEMENT
In consideration of the issuance ofthis 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 ~ftuert mto.qe, J0 'J;'~\-\t!e )\OU~*f
Address or Legal Description \ m cr )44 -1.\le
Owger c\®(\h-G!M\Ht\)Q, Contractor H.~r o:m.iif·
Sethaek!l Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
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 Call384-5003 108 8th Street Glenwood Springs, Colorado
APPROVED DO NOT DESTROY THIS CARD
Date s-rr~ By t=¥i~ L
IF PLACED TSIDE -COVER WITH CLEAR PLASTIC
Parcel Detail Page I of 5
Garfield County Assessor/Treasurer
Parcel Detail Information
Asse~sm:!IreAsurerl'mper!y_Search I A~sessor Subset Query I Assessor Sales Search
C1erk&RecorclerReceJltionSeAr:ch
Parcel Detail I Value Detail Sales Detail I Residential/Commercial Improvement Detail
Land Detail I Photographs
I Tax Area II Account Number II Parcel Number II Mill Levy I
I o19 II R019007 II 217521100022 II 44.803 I
Owner Name and Mailing Address
lcLOUGH, W.F. I
!POBOX 686 I
IRIFLE, co 81650-0686 I
Legal Description
lsECT,TWN,RNG:21-6-94 DESC: NE,
lsl/2NW, SW(123.39AC), SE(86.45AC) N
loF I-70 DESC: SEC. 10 Nl/2SE, SEC.
III Sl/2NW, Nl/2SW, SESW, DESC: SEC.
114 LOTS 1(40.29AC), 2(40.48AC),
I3(39.44AC), DESC: 4(39.63AC),
15(39.94AC), 6(39.76AC), 7(40.53AC),
IDESC: 8(40.34AC), 9(40.08AC),
II0(40.06AC), 11(39.34AC), DESC:
II2(39.39AC), 13(39.71AC),
114(39.66), PT. OF Sl/2SE DESC: N OF
lr-70(46.31AC), SEC. 15 LOTS
II(40.95AC), DESC: 2(40.86AC),
I3(40.09AC), 4(40.01AC), 5(39.97 A C),
IDESC: 6(40.05AC), 7(40.91AC), I
18(40.99AC), 9(40.96AC), DESC: I
,1./?()/?()()7
Parcel Detail Page 2 of 5
J10(40.25AC), 11(39.36AC), I
J!2(39.05AC), 13(39.45AC) DESC:
J14(39.78AC), 15(40.31AC),
J16(40.61AC), SEC. 16 DESC: LOTS
J1(40.82AC), 2(40.82AC), 3(40.73AC),
J6(40.63AC DESC: 7(40.90AC),
J8(40.90AC), 9(39.50AC), 10(39.60AC)
JDESC: 15(39.17AC), 16(39.09AC),
JSEC. 20 S1/2NE, Wl/2NW, DESC:
JS1!2(319.60AC), SEC. 22 Nl/2N1/2,
JS112NW, & PT DESC: OF SW(l8.84A) & I
JS112NE(37.41A) N OF I-70, SEC. 23
JDESC: PT OF Nl/2NW & NWNE(34.28AC)
IN OF I-70, SEC. 29 PT DESC: OF
JN1!2NE, NENW(35.22A)LYING N OF I-70
JEXCEPT 2 TR DESC: OF LAND IN SEC.
J14 CONT.4.5A, EXCEPT TR IN SEC. 21
JDESC: CONT. 2.5AC, EXCEPT TR IN SEC
J21 CONT. 2.5AC BK:0572 PG:0246 I
JBK:0559 PG:0378 BK:0553 PG:0886
JBK:0377 PG:0392 BK:1862 PG:852
JRECPT:710968 BK:1802 PG:570
JRECPT:698402 BK: 1793 PG:608
JRECPT:696733 BK:1791 PG:774
JRECPT:696377 BK:1754 PG:416
JRECPT:688243 BK: 1729 PG:455
JRECPT:682977 BK: 1729 PG:452
JRECPT:682976 BK:1719 PG:965
JRECPT:680853 BK:I719 PG:962
JRECPT:680852 BK:1719 PG:943
JRECPT:680848 BK:1682 PG:626
JRECPT:673048 BK:I678 PG:721
JRECPT:672204 BK:1648 PG:412
JRECPT:665322 BK:1587 PG:436
JRECPT:652079 BK: 1581 PG: 188
JRECPT:650828 BK:1566 PG:557 .
JRECPT:647695 BK:1566 PG:556
JRECPT:647694 BK:1458 PG:753
httn://www.{'arcoact.com/assessor/narcel.asn?ParcelNumher=2175211 00022 4/20/2007
Parcel Detail
I1RECPT:625212 II
Location
I Physical Address: 1122539 HIGHWAY 6 & 24 RIFLE I
I Subdivision: I
Land Acres: 113217.22 I
Land Sq Ft: llo
Section II Township II Range I
21 II 6 II 94 I
Property Tax Valuation Information
II Actual Value II Assessed Value I
I Land: 18,37011
I Improvements: 117,09011
I Total: 135,46011
III
IF======:==Sa:=le::=D=at===je: I
.· Sale Price: I
Basic Building Characteristics
Number of Residential
11 Buildings:
Number of Commllnd
lo Buildings:
Residential Building Occurrence 1 Characteristics
TOTAL HEATED AREA: 112,508
5,3301
9,3201
14,6501
I
I
I
ABSTRACT CODE: IIMANUFCTRD HOUSING-IMPS
ARCHITECTURAL STYLE: IIMANUFACTURED
EXTERIOR wALL: IIMASONITE
ROOF COVER: llcoMP SHNGL
ROOF STRUCTURE: lloABLE
INTERIOR WALL: IIDRYWALL
FLOOR: llcARPET
HEATING FUEL: IlGAS
HEATING TYPE: IIFORCED AIR
httn://www.<>Hrcoact.com/Hssessor/nHrcei.Hsn?PHrceiNnmher=2175211 00022
Page 3 of 5
4/20/2007
Parcel Detail
I STORIES: STORIES 1.0 I
I BATHS: 2.2
I ROOMS: 6
I UNITS: 1
I BEDROOMS: 13
I YEAR BUILT: 111998 I
Tax Information
I Tax Year Transaction Type Amount I
I 2006 Tax Payment: Whole ($656.36)1
I 2006 Tax Amount $656.361
I 2005 Interest Payment I ($19.78)1
2005 I Interest Charge $19.781
2005 Tax Payment: Whole ($659.30)1
2005 Tax Amount $659.301
2004 Tax Payment: Whole ($880.24)1
I 2004 Tax Amount $880.241
2003 Tax Payment: Whole ($978.12)1
2003 Tax Amount $978.121
2002 Tax Payment: Whole I ($971.80)1
2002 Tax Amount $971.801
2001 Interest Payment ($29.80)1
2001. Interest Charge $29.801
2001 Tax Payment: Whole ($993.32)1
2001 Tax Amount $993.321
2000 Tax Payment: Whole ($310.26)1
2000 II Tax Amount $310.261
1999 II Tax Payment: Whole ($311.18)1
1999 II Tax Amount $311.181
Topofpage
Assessor .D<ttab<t.se ... S<e<trch .. Options I Ireasnrer D.atabaseSeilrchOptions
Clerk & Recorder Database Search Options
Qarfidd County Home Page
httn·//www P'ercnect .cnm/essessnr/nercel.em?PercelNnmher=217S211 00022
Page 4 of 5
4/20/2007
AP TO SIT E:
w
s
~=":v.--: ............ .,.~~-·
k}{(
1.'1 ·-j'f l •. ~
'7-f
( -·
(Initia l s '··<•· -------Initial s
ill a
Hom s, Inc@
Foundation
Information
APPROVED
lliiiiCT TO NOI'ID
UCIPTIONS a lNSPICTtOMS
GARmLD COUNT'V
BVILDING DIPARTMINT
~8)-~~.l .... ftiLDCO-,y-
MO IMINCrtON Wlnttltlf
'lll.a l'LANI ot-t tftl .... ~
llVlPOTANT INFORMATION, PLEASE READ!
me Foundation Guidelines
1. The footer and perimeter walls are to use measurements rrom the attached foundation
print. Measuring the home is not a reliable method for determining foundation size. The
contractor should check the attached print to any other prints (such as engineered prints)
to veri!)' both match, prior to beginning foundation. Variations from tl1is prin~ that result
in installation problems will be the responsibility of the contractor or the home buyer.
2. The attached foundation design has not been engineered to meet specific soil conditions.
3. There are three basic types of foundation designs that the home buyer and conlractor
must be aware of:
a. Non-vented and insulated crawlspace-The home on this foundation would not
have floor insulation, but the foundation walls must be insulated to local code
and no vents would be installed in the perimeter of the foundation. If used this
foundation requires that any fuel burning appliances I1ave extenders to draw air
from outside the crawlspace.
b. Vented crawlspace-This home must have floor insulation installed at the factory
or on site. Vents must be installed to manufachtrers specifications.
c. Non-vented basement-This home must have floor insulation if the basement is
unfinished or no floor insulation ifbasement is heated. This scenario can differ,
depending upon Stale and Local Codes. Buyer must veri!)' what is needed based
upon local building codes.
4. Golden Villa Homes docs not make the following connections, unless specifically noted
in writing in your home purchase contract. Buyer is responsible for the following
connections.
a. Sewer lines under home. Factory stubs drain line through floor only and they
must be interconnected.
b. Water lines. Water Jines are run to all fixrures. There is one central connection
that must be made.
c. Gas Jines. The gas lines are not present and must be connected to individual
appliances. ·
d. Electrical. Power lines from utility company to interior meter panel are the
responsibility of others. Wiring is complete rrom home fixrures to panel box,
except hard wire cross over, which must be connected by others.
e. Dryer vent connections to exterior of home.
f. Water healer pan and pop off drains to exterior of home.
g. Furnace and AJC drain lines to sewer or exterior of home.
5. Most Cities and Counties require restroom facilities to be available at all times during
construction. Our Contractors have the same requirements. Buyer is responsible to
supply restroom facilities from start of construction until construction is complete.
6. The contractor must provide a crawlspace access so setup materials can be removed from
under the home. Minimum dimensions are 36"x 30" x 36" net. Exterior access will need
to be insulated as to not effect the U value of the home. If the contractor or customer
chooses to use an interior crnwlspaces access, all modifications and finish of the access is
the responsibility of others, unless specifically noted in writing in the final Home Order.
This method could result in additional dirt and wear in the homes interior.
7. Bonnavillu Homes and Four Season Homes foundation designs show pad supports for the
marriage line. Golden Villa Homes strongly recommends that a continuons footer
and pony wall be used in place of posts on crawlspace foundations.
8. On vented crawlspaces, the manufacturer requires a minimum percentage of crawlspace
venting. A good rule of thumb is to install I Y, sf of venting for every 25 If of
foundation perimeter. Local Building Codes must also be followed.
9. FOUR SEANSONS HOMES DO NOT HAVE FLOOR INSULATION FROM THE
MANUFACTURER. BONNA VILLA HOMES OFFERS FLOOR INSULATION
FOR HOMES AS AN OPTION. If there is no floor insulation present from the
manufacturer of the home and any portion on the foundation is a crawlspace, the
crawlspace portion!!!!!§! be insulated by tl1e home buyers foundation contractor to meet
State, County or City requirements.
I 0. The customer or contractor are required to install a 2 x I 0 treated sill plate. The bolts
used to anchor this sill plate must not be recessed into the plate. The threads must be cut
off at the top of the nut. The sill plate will be used to anchor the home to the foundation,
so a strong connection is imperative. Anchor bolts should be centered or set slightly
toward the interior ofthc foundation, not toward the e>.ierior of the foundation.
II. The Ridge Beam on BonnnviUn Modular Homes is a 12" laminate beam. The floor
joists are 2xl 0. This results inn 2.75" height difference that must be accounted for
in the center line support construction. The laminate beam is notched at each end of
the home, to eliminate perimeter foundation modification. If purchasing a Four Seasons
Modular, there is no height difference between ridge beam and floor joists, so the pony
wall should be same height as sill plate or slightly lower.
12. If a crane is to be used, tl1e site must be inspected prior to construction to verify specific
placement requirements for the crane and the home sections. Unless specifically stated in
writing, crane costs are not included in the standard setup pricing included with tl1e
homes price.
J 3. Stem wall height is to be a minimum of31 \!,''including sill plate, but not including the
foorter. Buyer must notil'y seller if this measurement of wall height exceeds 48".
14. Rollover Setup Requirements-There must be 30" ofthe foundation exposed in order to
roB a home onto a foundation. The pad on the rolling side or sides must be flat and leveL
The foundation wall must be backfilled and compacted leaving the 30" exposed wall.
The rollover pad is considered the area extending 22' out from the foundation and the full
length of the foundation, plus 5' for the transport hitches. Accommodations must be
made for the delivery truck at the end oftl1c pad site. Grading of site is the responsibility
of others. Ramping too steep ofnn approach will result in setup delays and downtime
expenses. It is preferable to access both sides oftl1e foundation for a rollover setup. One
sided roll-ons can be done, but greater coordination of delivery and roll-on is required
(see figure I a. attached). If30" wall is not exposed, the set crew may require a crane to
set the home at the home buyers expense.
15. The transport platforms must be able to be moved out of the way, without impeding other
sections to be setup. Generally platforms are picked up every 3 to 4 weeks. If this time
frame is a problem, please notil'y Golden Villa Homes installation or service department
at (970) 245-0741
16. AFTER INSTALLATION OF HOME. When backfilling the crawlspace, there must
be a minimum 2% grade for I 0' to channel water away from the foundation. Backfill
must be at least 4" below crawlspace vents in order to prevent water draining into the
crawlspace. Proper grading is the contractor or customers responsibility. The setup
installer has the right to refuse to set any home that appears to not have adequate drainage
on site.
2
17. Additional Basement Specifications. Foundation venting requirements are not required
for basement foundations, unless required by local building codes. Altlwugh exterior
access is required for setup equipment removal, a crawlspace access is not required.
Backfill can be completed to County specifications as long as n minimum 2% slope for
I 0' is maintained and the backfill is n minimum of 6" away from bottom of siding on the
home. The installers will not remove setup equipment through interior basement access
using portable ladders, other arrangements must be made by customer or contractor. The
basement floor must be completed prior to iostallntion of the home, unless buyer is
wiiUng to hire a crane for the instilllntion. If the event of a day-light basement, the
home must be installed from the backfilled side ofthe foundation. If that is not possible a
crane will be required to complete the set of tl1e home.
18. If you purchased a Bonnavilla Modular Home with n deck, there should be a porch
support detail attached to this information. Bonnnvilla Modular decks require specific
support noted on the home print and the above mentioned detail.
If you have any foundation questions contact Shawn Ruse at 970-245-9039 x II, ce11970-260-
8809 or e-mail shawn@goldcnvillahomes.com. If you huve installation, site inspection or home
installation scheduling questions, contact Gregg Gowen, 970-245-9039 x 18, cell 970-3 61-1492
or ~rregg@goldenvillahomes.com. Do not contact your sales person with foundation
guestions.
By signing below I aclmowledge receiving a copy of the JRC Foundation Guidelines.
Buyer Date
(rev 3/J/07)
3
w.:r;e'"""J 111-II'JI:l.'•lll
RAMP " RAMP Flat and Level ~g.•,.o
111'-U'fa:'l:-•nJ Ju.n'IDI><•J
r 1-oUHDArla.N
I r:n.,... WALL-~ b • HITCHEiND
111'"-li'IOI""'J I IIM"'Jilfoo")
RAMP I <I
' Ffal and Level l).!)'D
' RAMP !
)11'-ti'JO,'<O) lli"-D'ICI""'
Figur2 1a.
NOTICE
Updates to Building Codes require the following:
I. Hot Water Heater-Pan Drain and Pop Off drain lines must not drain into
crawlspace or basement. Those drain lines must be drained outside building and
foundation.
2. I-I.E. F. fumaces/Air Conditioners-High Efficiency Fumaces/Air Conditioners
require condensation lines to be tied into the homes drain system. There must be
an air gap and p-trap installed to code under this appliance.
Thank You,
Golden Villa Homes
lilV.il:PORl' ANl' NOTICE
THIS IS A DIRECTIVE FROM THE COLORADO DIVISION OF
HOUSING TECHNOLOGY & STANDARDS SECTION RELATING
TO IRC MODULAR HOMES.
WHEN THE MANUFACTURED HOl\ffi/MODULAR HOME HAS A
RECESSED ENTRY, :PORCH, OR DECK, AND THE FLOOR IN THE
RECESSED AREA IS CONSTRUCTED OF OPEN DECKil'IG
'WHICH IS OVER THE CRAWLSPACE, THE FOLLOWING SHALL
APPLY: :PROVISIONS SHALL BE MADE FOR THE CONTROL
Al'lD DRAINAGE OF SURFACE WATER TO A POINT OF
DISCHARGE AWAY FROM THE BUTI.,DING. THE FOUNDATION
UNDER THE PORCH SHALL BE DESIGNED BASED ON
ANTICIPATED SOIL CONDITION AND MINIMUM FROST DEPTH
IN ACCORDANCE WITH LOCAL REQUlREMENTS. IN ORDER
TO :PROTECT THE EXISTING FOUNDATION FROM FREEZING,
SOIL MUST BE BACKFILLED INSIDE THE PORCH AGAINST
THE FOUNDATION. WOOD FOUNDATION WALLS AND WOOD
JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR
WHEN CLOSER THAN 18" OR WOOD GffiDERS WHEN CLOSER
THAN 12" TO THE EXPOSED GROUND IN CRAWL SPACES
LOCATED WITBlN THE PERIPHERY OF THE BUILDING
FOUNDATIONSHALL BE OF AN APPROVED SPECIES AND
GRADE OF LUMBER, PRESSURE TREATRED IN ACCORDANCE
WITH A WPACl, C2, C3, C4, C9, CIS, Cl8, C22, C23, C24, C28, C31,
C33 PI, P2 AND P3, OR DECAY RESISTANT HEARTWOOD OF
REDWOOD, BLACK LOCUST, OR CEDARS. IF THE AREA
BELOW THE DECK HAS 18" CLEARANCE FROM THE SOIL, THE
AREA SHALL BE ACCESSffiLE AND REQIDRES A lVITNIMUM 18"
BY 24" UNOBSTRUCTED ACCESS OPENING.
Page J of J
Shawn Ruse ------·-----·----
From: Shawn Ruse [shawn@goldenvillahomes.com]
Sent: Wednesday, December 27, 2006 B:28 AM
To: David Mahovsky; Denn'rs Andrus; Jennifer Bonder Qennifer@goldenvillahomes.com); Mike Ruse
(mille@goldenvillahOmes.com); 'Richard Ruse'; 'Jason Moskalik'; Rick Points
(ricl<@goldenvillahomes.com); 'Sue Boyce'
Cc: 'Kathl Mahovsl<y'
Subject: Open porch units
MEMORANDUM 12126106
Homes with open slat porches are not to.be enclosed with concrete perimeter walls, unless the contractor has an
engineer design a way to drain water that gels into the crawlspace area. The home portion must still be tully
enclosed with waiL
The preferred method Is to install footers at required frost depth, than pour concrete to 4" or 6" above finished
grade and Installing a deck post mount bracl<et far a woad past of adequate size to carry loads. The foundation
contractor would then Install treated or approved wood posts to support declt. This should give a nicer finished
!colt than concrete columns or block. This is a preferred method, not a required method. Steps coming off these
decks will more than likely be woad instead of concrete if the preferred method is used.
Shawn Ruse
970-245-0741
970-2.45-0871 fax
Long ago wlwn mmt cm·sed and beat lite g••ounclwith sticT,s, it was cal/cclwildJcJ•q/1. Today it's
called goij: l•u !HI/ R"D"''"
Confidenllallly Notice
This eleclmnlc mall transmission and any accompanying documents contain lnlonnallon belanglno Ia the sentler which may be conJJdantlal amJ legally
prlvltedged. This inrormellon is Intended only for lha Ulie of the Individual or antlly to whom tnls electron\~; mall transmission was sent as indicated
aboue. If you are r.ct the ln!endetl raclplent, any disclosure, copying, dlsUbullon or aclion taken In reliance on the contents of the lnrormaUon contained
In this transmission Is slricUy proh!bf!erl. !f~rcu receh.re lhls !mn~ml!<~lon In error, please call callacl at 970-2..j5.0?.ri-i and delete this transmission.
Thank You.
12127/2006
;;tx ID JotST5
·" NOEf!. Deck:.
friu,.,p,mc;J
StU. pL'tl-T£.
AT" oR
8£.Lill.oJ~..bS/
D<prtl
Po~ crt
f3ohl/JJ4l .. fl 1--\ome.-s ONLV J
SufpoP.T_i}c.,AuVI BursTEJC... DE-S!&/\/
D:Juet.-<. ;;lx8 5uppLI"D 1t ""STI'K.L'<O b':l l+omE..
I NSTitLt...>'l"T"IDN C..12E.IJJ
CRA WLSPACJE CONSTRUCTION
MODSM05
CRAWLSPACE FOUNDATION
I PERIMETER J LFOUNDI\TION
II
I
I
[[
J ~~
MARRIAGE liNE
BlOCI(ING
TOP OF FOOTINGS SHOUlD BE
BElOW LOCAL FROST UNE
"A"
BOX SIZE DISTANCE "A" DISTANCE "B"
28' DOUBLE WIDE 13'-2" 26'-4"
.
32' DOUBLE WIDE 14'-6" 29'-0"
DF\WG. BY: OM 5/13/98
CHIEF® JNDUSTRIES 1-::-cH""I<=-o.=sr,...:: :.:.::...--=:...:==-! ~-----R~--IS-IO_N_S-----f-DA-TE~~
HOUSING DIVISION SCAlE:NONE MODSM06
MCI'FELTFilC!ol ~VI!TIJ
'r..c!"FRDM lrm:RJCR \VALL
rn•rl•mv..,. 31 1/.a" Jrle,
St~ f L.fll"'f_
CRAWLSPACE
CROSS SECTION
SCALE:NONE
FUfUIACE nooF va.rr
Wli'lASHI/lUSIIOOLE
(1\IYI.APFntNED)
'"""
CRAWL SPACE
JHC~ f\:)1\fVWoTLl..
J/.DU r),l:,r
0 0'\U-t1Ap;;r-
13f!.llR 1 'E.Li-!..
BONNAVILLA HOMES IS NOT RESPONSIBLE FOR THE DESIGN OF THE
FOUNDATION. FOUNDATION AND PIERS ARE TO BE DESIGNED PER
LOCAL JURISDICTION BY AN ENGINEER OR ARCHITECT.
I
TYPICALANCHORAGE &
FOOTING INSTRUCTIONS
·Modular Homes
MODSMJJ
NOTES:
CONTRACTOR TO VERIFY
ALL DIMeNSIONS PRIOR TO
FDUNDP.TION CONSTRUCTIDII
1·112' X 12' LAM
8EP.M RP.TED AT
2BOO Fb AND 2.0 E
TABLE 4.7 11.12.' X.1~'·
L\1\.0EM!
THE LOADS TABULATED
DO NOT INCLUDE
FOUNDATION DEAD LOAD~
\
' AF'PllCABLE TO MAXIMUM UNIT WIDTH OF 29'..(}"
BONNAVILLA HOMES IS NOT RESPONSIBLE FOR FOUNDATION 'DESIGN. FOUNDATION AND PIERS
ARE TO BE DESIGNED PER LOCAL JURISDICTION REQUIREMENTS BY AN ENGINEER OR ARCHITECT.
UilNtiTH PEn MODEL
-------------------------------------------1 I I I
I I
I I
I I
I I
I I
I I
I I
I I
CEN1£.'t Fll~ JCGTillUV.i
SEE CHART ADO'JE
'IVI'!CAI.plel 1<110 FOOllllG
FOA nloGEDEAM COLUMil SUPPORT"
I
1 CENTERLUIE ~ ~,,~ a· ·~ I 1
1 1 PIER • r--, r -, r--, 1 1
I ·f======+===l'=====-=p::f===~==F===\:: ====~ I I I L __ ...t L __ .J t---.J L...:.-.J e I I o
\ ~ semw sPIIll'to' I tOAJI'C' sPMI'C' ~EESECt/0!1 SEes,:~101: 1
I I ~t: I
I I _, I
I I I
I I I
I I I
I I A I : L------------------------------------------------_J I
~----------------------------------------------------~ A seesecnc11
J TYPICAL FOUNDATION PLAN (CRAWL SPACE OR BASEMENT) "'·
BCALE:NONE MODSM15
DRWG. BY: OM 5/B/98
CHIEF® INDUS TRIES 1-::c::o.HI::::-m.""'av"'": .::.;.:.;;____;o.:..;;;.=-1 1----R-EV-15-ID_N_s ___ to-A_T_E-j~
HOUSING DIVISION
MARRIAGE LINE SUPPORT
,,..,, .... _/
STEEL. Pll\ni
3-STD srcl;l:~---~
PIPE COLUMN
{OREOUAl.J
2 X lOFLOOAJOIST
' CENTEAUNE BEAM SPAN (BE'TWEEM PJEnSJ
FER TI\BIES 4, I THRU U
{i!l MIN,I/10t2' SCR!!WS
INTDGLBEAM
(4)-sm·l u-AtlCHOR BOLTS
BONNAVILLA HOMES IS NOT RESPONSIBLE FOR
FOUNDATION DESIGN. FOUNDATION AND PIERS
ARE TO BE DESIGNED PER LOCAL JURISDICTION
REQUIREMENTS BY AN ENGINEER OR ARCHITECT.
SECTION "C·C"
BASEMENT APPLICATION
"-· FOC111,GS FER
~OCALJURlSDICTION
THE CENTERLINE BEAM SPANS PER TABLES.
THIS SHOUI.O BE THE SPECIFIC TABLES FOR
ALL THREE CONAGURATIDNS
trlx i!l PosvYuUH-'-
1·112..K2JW_.......
LEDGER BLOC:K
fi
ILJ1AtlJt!, tUirJ-1-~--------
f\~{"-S~ r:::i p(d.JitlGS _,
TOPOFFDOTINO--""\
BELOWLOCI\L
FnOSTUNE;S
r----CENTERUNEBE/11.1 SPAN (BETWEE/J PIERS)
PER TI\Bl.ES ol..1 Tl!AU M
2X 1DFLOORJ015T
. ~-PRiiSSURI! 'TReAlED
WOOD SHIM MATERIAL
. IA>r(:j
PO!.YVI\.POA
DARRIEA
SECTION "C-C"
CRAWLSPACE APPUCATION
FOOTINGS PER
LOCAl. JURISDI(;f]ON
l
REVISIONS DATE ~ DRWG. BY: DM 5/8/98 CHIEF® INDUS TRIES f;:CH;:;;;II:;:;-0.-;;;BY;:-: =. _ ___;;::..::;..:'-"!
1------t-l~ HOUSING DIVISION SCALE!NONE MODSM18
Sill Plate Connections (Method A, B 8t C)
MAXIMUM WIND SPEED
100 MPH (3 SECOND GUSTS)
EXPOSURE 'C'
INSIDE APPLICATION (SEE NOTE)
NOTE: RIMJOIST
EXCEPT AT ENOWALLS AND ALL AREAS IN WIND ZONES EXCEEDING
90 MPH SIMPSON MAS (DR EQUIVALENT) CONNECTORS MAY BE
INSTALLED ON INSIDE OF SILL PLATE (BOTH SIDEWALLS)
2-100@ SIDE & •1-100@ TOP NAILS AT EACH MUD SILL ANCHOR
SIMPSON MAS (DR EQUIVALEND IIHD SILL PLATE,G'·D" Q.C
STARTING@ 12"MAX. FRDMEACHCDRNER.
Method A
RIM JOIST
PRESSURE TREATED\
S!LLPLb..TE
I
Method B
112" DIM1ETER FOUNOhTION ANCHOR@ D'·O" D.C.
AND12' MAX. IN FROM EACHCORIJER(SEENOTE31
FOUNDATION WALL 1
fi\US'; BE C"-'4Tli!'-O
a~ SLibH·rLI( TO t,..f~{ttoR_.
aF Fc:nJf!ltllJ.'nOJJ-tJoi 'T£ll.VAF20
NOTESFORMeTHDDA&D: f.>C.T<;.n.JOR oJ; Fo"IJD/lt"lt:r/
1) ROOF PITCH UP TO 6/12, MAX. SIDEWALL HEIGHT= 9'·0", MAX. EAVE= 16".
• THESE DETAILS APPLY 10
BOIH CRAWLSPACE
CONSTRUCTION & BASEMENl
CONSIRUCTION.
2) ALL FASTENERS (INCLUDING ANCHOR BOLTS & WASHERS) IN CONTACTWffi-1 PRESSURE TREATED SILL PLATE
TO BE G105 COATED.
3) ANCHOR BOLTS & WASHERS TO BE GALVANIZED TO G1B5 (Z MAX) COATING, MIN. MINIMUM EMBEOMENTINTD
CONCRETE 157" & MIN INTO MASONARY IS 15".
•I) SEE METHODS 0 THRU F FOR FLOOR TO SILL CONNECDDN.
~-----R-E-V-IS-ID_N_s ______ ro-A_T_,E ~ CHIEF® INDUSTRlES oRwG.sv:cEs i2/09/04
CHI(Q.BY:
HOUSING DIVISION SCALE:NONE MODSMi9
Joist to Sifl Plate Connections (Method D, E & F)
Method D 2x60R2XD
TREATED SILL
PLATE ~g~::::;-~W~IN;;-0-;:;D;;ESIGN, 100 MPH
S/12 MAX, ROOF SLOPI:
FOUNDATION WALL____/
ANCHOR BOLT PER
OTHER DETAJLS
1W MAX. UNIT WIDTH W/16" MAX. EAVI:
9' MAX. WALL HEIGHT
THIS ALTERNA'I< CONNECTION
APPLICABLE TO SIDEWALL AND NOT TO
ENDWALL CONDITION.
D. -!fi! 9 WJND DESIGN, 100 MPH
'THESE DETAILS APPLY TO
BOTH CRAWLSPACE
CONSTRUCTION & BASEMEN,
CONSTRUCTION.
MAX. WIND SPEED 100 MPH
»OTES FOR METHOD A, B & C:
1) ROOF PITCH UP TO 6/12, MAX, SIDEWALL
HEIGHT= 9'·0"1 MAX. EAVE::: 16".
2) ALLFAS'I<NERS(JNCLUDING NAILS) IN
CONTACT WITH PRESSURE TREATED SJLL
PLATE TO BE G1D5 COATED,
.a ,._-,-~ S/12MAX.RDOFSLOPE
/fiJI& II " 174"MAX.UNITWIOTiiWI16'MAX .EAVE
9' MAX. WALL HEJGHT
TOE NAIL RJM TO SJLL PLATE W/1od--...,_ ll=i==
~ COMMDNNA!LS@D'O.C.MAX. "
~C. MAX@ 6'·0" END ZONES)
L 2x6DR2xB
\'fl'f.n\oO 0 'f 't All.'<-NeT THS TREATEDSILL
PLATE
ft;'C.F<.P-f<'W IY\ 't.TI-1-oO ~ lh 1\-Y
CI~'C.J4.T't. Adc:l 11 c.\:>A.b!&~ /JOT
JNC.LlJOr;.D IN TH€ '5TB-NAP-0 OUNOATJONWALL
1-ioiYI'<. CoST
~..__..--.·
WIND DESIGN, 100 MPH
B/12 MAX. ROOF SLOPE
ANCHOR BOLT PER
OTHER DETAILS
174" MAX. UNJTWIDTH W/16" MAX. EAVE
0' MAX. WALL HEJGHT
,rSPF OR SETTER FLOOR JDJSTS
ll=i===F='
2>; 10TREATEJD
BJLLPLATE
Method F
,rSPF DR BETTER FLOOR JOISTS
/
MethodE
THIS ALTERNATE CONNECTION l
APPUCABLE TO SIDEWALL AND NDTTO
ENDWALL CONDITJON.
FOUNDATION WALL
ANCHOR BOLT PER J
OTHER OETAJLS
["--#12 x 3.112"WDOO SCREW@ 16" D.C. (2 REQUIRED)
~EDGE OJ STANCE
9/16' MIN. FOR SCREWS
./
~-----R-E-V-IS-IO_N_S------rO-A-TE~~
THIS ALTERNATE CONNECTION
APPLICABLE TO SIDEWALL AND NOT TO
ENOWALLCONDITJON •
DRWG. BY:CES 12,109/04
CHIEF® INDUSTRIES "=cH""I<=-n.""'sv,....:: ='--=.::='-!
HOUSING DIVISION SCAI.E!NONE MODSM20
FOUNDATION DESIGN: GENERAL NOTES
OEI~ERAL NOTES:
1. THIS FOUNDATION HAS BEEN DESIGNED FOR SITES WITH AN
AlLOWABLE SOIL BEARING CAPACITY OF 2000 PSE MINIMUM .
1.. FOUNDATIONS TO BE CONSTRUCTED ON SOILWIIHA LOWER
BEARING CAPACITY SHALL BE DESIGNED IN ACCORDANCE
WITH ACCEPTED ENGINEERING PRACTICE BY A LICENSED
ENGINEER TO LOCAL CONDITIONS AND CODES ,
3. CONCRETE COMPRESSIVE STRENGIH AT 28 DAYS TO BE
3000 PSI MINIMUM.
~.REINFORCING STEEL SPECIFIEDTD 6E GRADE 60 BARS
MEETING ASTM A615, A616 AND A617.
5. FOUNDATION WALL MAY BE POURED CONCRETE EIGHT {B)
INCHES THICK, REINFORCED WITH 114 REBAR AT (12) INCHES
O.C. VERTICALAND115 REBARAT1B" D.C. HORIZONTAL
6. UNIT COLUMN SUPPORTS FOR CENTERUNE RIDGE BEAMS .
REQUIRE ADDITIONAL PIER SUPPORTS UNDER CENTERLINE
BEAM LOCAllONS PERF\.OORPLAN.
7. TI;IESE SPEyiFICATIONB ARE TYPICAL LOCAL CODES MAY
CONTAIN ADDITIONAL REQUIREMENTS.
0. FOUNDATION WAlL STEMS MAY BE CONCRETE OR
CONCRETE BI.:OCK.
!l. CONCRETE BLOCI< SHALl CONFORM TO ASTM C-90,
1 0. IN CONCRETE BLOCK STEM WALLS A MINIMUM OF (2) -114
REBARS ARE TO BE INSTALLED IN BLDCIC WITH MUD SILL
ANCJiORS. FULLY GROUT EACH CEll. COI-ITAINING REBAR .
11 . ALL LUMBER IN CONI ACT WITH CONCRETE SHALL BE OF
PRESSURE TREATED TYPE OR OF SPECIES APPROVED .
FOR USE IN DIRECT CONTACT WITH CONCRETE. STEEL
(FASTENERS, CONNECTORS OR BEAMS} MUST BE EITHER
ISOLATED FROM ANY CONTACT WITH LUMBER CONTAINING
COPPER PRESERVATIVES OR MUST BE ZINC PLATED TO MEET
G185 COATING RATING.
12. n!E INSTAlLATION SITE MUST BE GRADED SO THAT
WATER DRAINAGE IS AWAY FROM STRUCTURE AND ODES
NOT ACCUMULATE UNOER1HEHOME. •
13. BACK FILL AOJACENTTD THE FOUN DA Tl ON SHALL NOT BE
PLACED UNTIL THE WALL HI\S SUFRCIENT STRENGIH OR HAS
BEEN BRACED TO PREVENT DAMAGE.
1-1 . MINIMUM FOUNDATION VENTILATION REQUIREMENTS :
A. 18' X 24" ACCESS CRAWL SPACE UNDER A.OOR AREA.
B. 1·1/2 SQUARE FEET OF VENTILATION PER 25 LINEAL
FEET OF FOUND ATION WAll..
C. COVER VENT OPENINGS WITH CORROSION-RESISTANT
WIRE MESH NOT LESS THAN 1/D" NOR MORE THAN 112."
IN ANY DIRECTION .
15. THIS FOUNDATION SYSTEM IS FOR USE WITH FLOOR
SYSTEMS WHICH ARE DESIGNED TO SPAN FROM PERIMETER
WALL TO CENTERLINE SUPPORTS.
I G. DAMP PROOFING OF CONCRETE OR MASONRY WALlS TO BE
IN ACCORDANCE WITH LOCAL CODES. IN THE ABSENCE OF
CODE REQUIREMENTS, THE FOLlOWING SHALLAPPL Y:
A. EXTERIOR FOUNDATION WALLS OF MASONRY
CONSTRUCIION ENCLOSING BASEMENTS SHALL BE
DAMP PROOFED BY APPLYING NOT LESS 1HAN 3/D"
OF PORTLAND CEMENT PARGING TO 1HE WALL FROM
"T~IE FOOTING TO THE FINISH GRADE. THE PARGING
SHALL BE COVERED WITH A COAT OF APPROVED
BITUMINOUS MATERIAL APPLIED AT IHE
RECOMMENDED RATE. EXTERIOR FOUNDATION WALLS
OF CONCRETE CONSTRUCTION ENCLOSING
BASEMENTS SHALL BE DAMP PROOFED BY APPLYING A
COAT OF APPROVED BrnJMINOUS MATERIAL TO 1HE
WALL FROM 1HE FOOTING TO 1HE FINISH GRADE AT
THE RECOMMENDED RATE.
REVISIONS
GEI~ERAL NOTES;
B. FOUNDATION WALL OF HABITABLE ROOMS LOCATED
BELOW GRADE SHALL BE WATER PROOFED WITH
MEMBRANES EXTENDING FROM THE EDGE OF THE
FDOTING·TO THE FINISH GRADE LINE. THE
MEMBRANE SHALL CONSIST OF EITHER Z·PLY HOT
MOPPED FELT, B·MIL POLYVINYL CHLORIDE, 55 LB.
ROLL ROOFING OR EQUIVALENT MATERIAL. "THE LAP
IN 1HE MEMBRANE SHALL BE SEALED AND FIRMLY
AFFIXED TO THE WALL
C. FOUNDATION WALLS MAY BE DAMP PROOFED OR
WATER PROOFED USING MATERIALS AND METI-1005
OF CONSffiUCTION OTiiER THAN COVERED IN THIS
SECTION'WHEN APPROVED BY THE LOCAL Bt.nLDING
OFFICIAl.
17. DRAINS SHALL BE PROVIDE O AROUND EDUND AJ ID!JS
EN CLOSING HABITABLe OR USEABLE SPACES LOCATED
BELOW GRADE AND WHICH ARE SUBJECT TO GROUND
WATER CONDITIONS. DRAINS SHALl BE INSTALlED AT
OR BElOW THE AREA TO BE PROTECTED AND SHALL
DISCHARGE BY GRAVfTV OR MECHANICAL MEANS INTO
AN APPROVED DRAINAGE SYSTEM.
16, TliE TOP OF OPEN JOINTS OF DRAIN TILES SHALL BE
PROTECTED WITJ-1 SffiiPS OF BUILDING PAPER AND TH E
DRAINAGE TILES SHALL BE PLACED ON 2.INCHES OF
WASHED GRAVEL OR CRUSHED ROC!< ONE SIEVE SIZE
LARGER THAN THE TILE JOINT OPENING OR PERFORAllON
AND COVERED WITH NOT LESS THAN SINCHES OF 1HE
SAME MATERIAL.
19. THE DESIGNS ON "THIS AND ACCOMPANYING SHE:ETS
ARE APPLICABLE TO SE:ISMIC ZONES 0, 1 AND 2.
20. THIS FOUNDATION DESIGN IS NOT FOR INSTALLATION ON
A FLOOD PLAIN. WHEN INSTALLING CRAWL SPACE OR
BASEMENT IN AN AREA WITH SOILS HAIJING POOR
DRAINAGE, CONSIDERATION SHOULD BE GIVEN TO
METHODS OF ELIMINATING ACCUMULATION OF WATER
IN 1HE CRAWL SPACE OR BASEMENTS, SUCH AS 'THE
USE OF SUMP PUMP(S). INSTALlA110N OF SUMP PUMPS
TO BE IN ACCORDANCE Win! LOCAL CODE REQUIREMENTS.
CHIEF® INDUSTRIES
HOUSING DIVISION
DRWG . BY:CES 01/:19/04
CHI<O. BY:
SCAI.E:NONE MODSM2"1
actory
Prints
CHIEF INDUSTRIES
HOUSING DIVISION
THIS HOME IS CONSTRUCTED WITH THE FOLLOWING DESIGN CRITERIA:
FLOOR: __ 4-'-'0'-'P'-'S""F __ L.L. 10 PSF D.L.
WALL : 90 MPH, EXP. C, SEISMIC ZONE 01
ROOF : _ _..:..:40::....:P....::S:.:..F __ L.L. 15 PSF D.L.
STANDARD: 2003IBC, 20031RC, 2003 IMC
2003 IPC, 2005 NEG, 2003 IECC
MODEL __ S=...:U=#:...::.3..::...:60:....:..7.:..:.:M.=...D_
CHIEF INDUSTRIES
TABLE OF CONTENTS
PAGE NO. ILLUSTRATION
ElEVA~Oil -rtPICAl
2 CROSS SECTION
3 CABINET> ElEVA ~ON -rtPICAl
4 FLOOR S15TEI.I FASJEII~G DETAilS
5 FAS!EiliNG DETAilS
6 CDNNECTIO/l DETAILS
7 HEADER DETAILS
8 HEA ~NG SYSlEM DET All
9 ENQNEERING FLOOR PLAN
10 ElEClRICAl PLAN
11 DRAIN PLAN
12 WAlER PLAN
13 GAS PlAN
H FOUNDA~ON PLAN
15 ROlF muss DETAIL
fl.!:OO W/ !PT I DP21Ja
Vl' GTf"'"' -~
CRANL SPACE
!? IpFJ.ffi B IQ' o !fi'-Q'
STAIR SECTION "AA"
SCALE : 1/2' " 11-0"
CROSS SECTION
SCALE : 112" = 11-0'
BASEMENT
MIL POl T. VAI'OP-BARRIER
P.ffEP-..EIICE IRe 405.2.:2
R-1'1 Bt.TiEIIIIl5ULATIO!l
;J
'5 \I
I
~
I
OVF D • 6 J -
~~ ~Gii:i! ' r--
1§1 Jrnarn~ 11AIII DOD BATH
[!] g .
I 2'-3' I I'~G' I 2'-3 1 I I 3'-{:," I
I b'-o' I
MASTER BAI~ VANITY ol EVATION 1:!/;IN eAT~ VANITY ElE~ATIOIJ
u~m~ ~oorq [I]00IDDI rn rn rn DO
r.rrcHrn ~ I 2'-3' I 2'-{,p I 2'-(,' I 4'-0' I~ 2'-11~ I 2'-q' I 3'-2"
f11 X D
[=:J c;:] c;:] c;:]
~ [=:J D DO PSw:ii!JI rn rn -D -
=
I
3'-0' I 2'-{,D II'-•' II'-•' I 3'-lf 1 2·-o· lf-I
2'-9~ I 2'-q' I 3'-2"
I 13'-q' B'-B' ' -
SINK/RANGE ELEVATION REFRIGERATOR ELEVATION
't; 1!1 '
CABINETS ~
'1i1 :.::"In
~ -"' ~ ;!l E ~ DESCR~nON UN. Fi. -0 .,
""
-~~ BASE CABIUET 19.5" §::r:
~ <ll
looiD~ HEAD CABINET J<' i-1J VANITY 9.5'
"" ;::;;=--
"' m ...::;·~ ·~
.£ j
I 3'-0' I I t II I 2' II 20' I 2~-<LI ~ ..
3'-0' 22' HI ! ,,
PENNIIJSULA ELEVATION MASifR BAH! VANITY MAIN BAT!-1 VANITI BASE SIDE VIEI; ' ' ~s
SIDE VIEW SIDE VIEH
'"' ~P21J8 ~ ~ H u
MARRIAGE NALL SUPPORT
MAl CONSIST OF FRAMED
NALLS OR POSTS @
REQUIRED SPANS
I In' X 12' LAtiiiiA1ED BEAM
~ '"'" TCf' PlATE
2 X f:. STUD 1-#' O.C.
SUFPORT HAll
MARRIAGE LIHE SUPPORT DETAIL
SCALE: 112' = 1'-0"
'"" 2 - 2 X Kl
RIM ...OST
1 X W FRE55!J?.f lf~EATEV
SILL PLATE
FOOilDATIC!I HAlL ---'
=t SYP
2 X 10 ..IJIST (lr.' D.C.)
"----2 X 3 tn' 1-WD SCREH
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