HomeMy WebLinkAboutApplication- PermitJob Address
Nature of Work
Use of Building
Owner
Contractor
No, 6475
GARP ELD W UN7'Y
BUILDING, SANITATION and PLANNING DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
(303) 945-8212
1281 Crystal Springs Road (CR 103), Carbondale
Building Permit
Manu. Home on Foundation
John Davis
Aspen Custom Building
AmountofP uiitS 467.71
Permit: 162.25
Plan : 105.46
Set Up Fee : 200.00
Date September 16, 1997
S. Archuleta
Clerk
T
Applicant to complete numbered spaces on1
Jos ADDRESS • „R F
3
4
5
BUILDING PERMIT APPLICATION
OARFIELD COUNTY, COLORADO
PERMIT NO. 6 Y7 PARCEUSCHED NO.
/- N 77s
17411 s ADDRESS /5(Qe 4 3
/f5,1
i
'y/41wH.��I DRESS�l�C1 €i7
S CF BUILDING
7
USE Of BUILDING
/‘.5'
S.FCFLOT 79 /7etet s HEIGHT
`1.
CLASS OF WORK: ( ❑ NEW JADDiTION ❑ALTERATION :REPAIR :MOVE di REMOVE
DESCRIBE WORK: ! Il I
NO. OF FLOORS e)/v
I3C Cy Fo 0 /Erns Foci c r4
CI 7a be Z-.62 hy Le el aJ oo c/ f .(rf,QJ.
CARPORT SINGLE DOUBLE
DRIVEWAY PERMIT ..4! ON SITE SEWAGE DISPOSAL PERMIT SITE PLAN / Y
1 0 GARAGE SINGLE DOUBLE
r—�
1 } VALUAnON OF woRx: 5[]&MI ADJUSTED VALS
/lac), X 4,.60 = y,'M( &)
SPECIAL CONDITIONS
PLAN CHECK FEE /6/
PERMIT FEE
SCHOOL IMPACT FEE
NO. OF BUILDINGS ON USE OF BUILDINGS NOW ON
PARCEL
PARCEL
TOTAL FEE OCC. GR.
NOTICE
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL PLUMBING, HEATING,
VENTILATING OR AIR CONDITIONING.
-HIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS
NOT COMMENCED WITHIN IBC DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED
OR ABANDONED FCR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS
COMMENCED.
! HERESY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW
THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS AND ORDINANCES
GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GNE
j AUTHORITY TO VIOLATE OR CANCEL TH PROVISIONS OF ANY OTHER STATE OR
LOCAL LAW REGULATING CONSTR CT N CR THE PERFORMANCE OF
.T• '`,4./ ... P "—, , 7
L� J�{Catey
7
rT r re. of Owner Contractor or authorized age having rea. a d understood norce above
411111_.,,i0014 • — l
1 Budding Delia �,entAppro _rd. a /�y arming Department Approval/date
I
I.
WATER SUPPLY
CONST. TYPE
DATE PERMIT ISSUED
SPECIAL APPROVALS
REOLBRED
RECEFED
NOT RECJIRED
ZONING
HEALTH DEPT.
FIRE DEPT
SOIL REPORT
SETBACKS
FLOOD HAZARD
MANUF HOME
OTHER
o9
AGREEMENT
PERMISSION 15 HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO
CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT
N CONSIDERATION OF THE ISSUANCE 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 COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF
THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT
SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM
THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA CR FROM PREVENTING BUILDING
OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS
JURlSDICTON.
THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN
ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE
RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER,
BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST.
Garfcrm.003 I 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,
kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, ail
necessary plumbing;
4. A complete bathroom, with wash bawl, tub or shower, toilet stool, hot and cold running
water, floors and walls finished and a privacy door;
5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or
decks over 30" high constructed to all 1994 UBC requirements;
6. Outside grading done to where water will detour away from the building;
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all
the required items are completed and a final inspection made.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL, ALL THE ABOVE
ITEMS HAVE BEEN COMPLETED.
****Cannot occupy or use dwelling until a Certificate of Occupancy (C.O.) is issued.
Occupancy or use of dwelling without a C.O. will be considered an illegal occupancy and may be
grounds for vacating premises until above conditions are met.
I understand and agree to abide by the above conditions for occupancy, use and the issuance of a
Certificate of Occupancy for the dwelling under building permit # 6 7 5�
Signature
7=2-7/
Date
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
for
SINGLE FAMILY DWELLING CONSTRUCTION
including
NEW CONSTRUCTION
MANUFACTURED HOMES
ADDITIONS
ALTERATIONS
and
MOVED BUILDINGS
hi 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. Adequate and
complete information will prevent delays in the plan review process. Reviewing a plan and the
discovery that required information has not been provided by the applicant may result in the
delay of the permit issuance and in proceeding with building construction. The owner or
contractor may be required to provide this information before the plan review may proceed. This
causes delays because 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. If you do not, it may
be helpfulto obtain a book titled "Dwelling Construction under the Uniform Building
Code". This book is available to you through this department at our cost. 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 check list prior
to and during design. Applicants are require to indicate appropriately and to submit the
completed check list at time of application for a permit.
For the placement of a manufactured home, questions numbers 1-4 and 19-28 are the only
questions that need to be addressed:
1
1 Is a site plan included that indicates the distances of the proposed building or addition to property
other buildings, set back easements and utility easements?
Yes
2. Does the site plan include the location of the I, S.D. S, (Individual Sewage Disposal System) and
the distances to property lines, wells (on subject property and adjacent properties), streams or
wa -r courses?
3. Does the site plan indicate the location and direction of the County or private road accessing the
prs•:
Yes
4. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing
lin accordance with the uniform building code or per stamped engineered design?
Yes
5. 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
6. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces
and soffits?
Yes
7. Do the plans include design loads as required under the Uniform Building Code for roof snow
loads, (a minimum of 40 pounds per square foot in Garfield County), floor loads and wind loads?
Yes
8. Does the plan include a building section drawing indicating foundation, wall, floor and roof
construction?
Yes
9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists,
roof rafters or joists or trusses?
Yes
10. Does the building section drawing or other detail include the method of positive connection of all
columns and beams?
Yes
2
11, Does the plan indicate the height of the building or proposed addition from the highest point of
the building or addition measured at mid span between the ridge and the eave down to existing
grade contours?
Yes
12. Does the plan include any stove or zero clearance fireplace planned for installation including make
and model and Colorado Phase II certifications or phase Ii EPA certification?
Yes No
13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply
with the Uniform Building Code Chapter 37?
Yes No
14, 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 Uniform Building Code?
Yes No
15, Does the plan include a window schedule or other verification that windows provide natural light
and ventilation for all habitable rooms?
Yes No
16. 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
17, Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated
on the plan?
Yes No
18, 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
19. 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? If you do not have written permission from the association,
do you understand that the plan check fee will not be refunded should the architectural committee
or reject your building plans?
No
20. Will this be the only re ' t - ntial structure on the parcel?
Yes No ' If no -Explain, d -/
fof f 410D 9 127r-
21. ve two (2) complete sets of construction drawings been submitted with the application?
Yes
22. Is this an application for the placement of a manufactured home?
No
es, have you specified the size of the unit (min. 20ft. x 20 ft); live roof load (min. 40#); wind
(min, wind speed of 80 mph & 15 lb, wind load); foundation design; method of anchoring?
d-_
Yes
23. Have you designed or had this plan designed while considering building and other construction
c e requirements?
Yes No
24. Does the plan accurately indicate what you intend to construct and what will receive a final
ins.ection by the Garfield County Building Department?
No
25, Do you understand that approval for design and/or construction changes are required prior to the
a..lication of these changes?
tittb No
26. 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 "School
I .act" or Septic System" fees required, at the time you pick up your building permit?
No
27. Are you aware that twenty four (24) hour notice is required for all inspections? Inspections
will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood
Springs to Carbondale in the afternoon. Morning inspections must be called in by 12:00
p.m. the day before; afternoon inspections must be called in by 5:00 p.m. the day before.
Failure to give twenty four (24) hour notice for inspections will delay your inspection one
y?
No
28. Are you aware that you are required to call for all inspections required under the Uniform Building
Code including approval on a final inspection prior to receiving a Certificate of Occupancy and
oc , ancy of the building?
No
es
29, Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of
the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the
prct complying with the Uniform Building Code?
es No
4
I hereby acknowledge that I have read, understand and answered these questions to the best of my
ability.
Phone:
3 7 % - 5/ 87 7 (days);
date
r 5Z(evenings)
O35Z
Project Name: 1 Uf 1 .D1 C
Project Address: /8/ d i 0
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 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,
'TI
erApp02.95 Effective August 15, 1995
5
SAMUELSON PUMP CO. INC.
P.O. BOX 297
GLENWOOD SPRINGS
COLORADO 81602
John Davis
Aspen Custom Builders
P.O. Box 966
Basalt, Co. 81621
R.E. Well Test
Attn; John
WATER SYSTEMS
SALES, SERVICE & INSTALLATION
945-6309
September 30, 1996
. On September 27, 1996 a well test was conducted on the
Hall Well on County Road'103. The following information was
obtained;
Well_ -Depth 300'-0"
Casing size (top) 7"(steel)
Standing water level 117'-8"
Dtawdown @ 13 gpm 255'-8"
::Production is 13 gpm
Hardness 15 grains/gal.
Iron 0
pH 7.5
This test was conducted with a 1 1/2 hp. Goulds test pump
`.Model 18E. If you have any questions please call me Raun
Samuelson at 945-6309.
Sincerely;
J �-
Raun Samuelson
GA.RFIELD COUNTY
Building and Planning
MANUFACTURED HOMES
Installment requirements within Garfield County
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 10 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 on the exterior are to comply with the U.B.C. (Uniform Building
Code) Section 1006 3 & 1006.9 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 U.B C. Section 509.1 & 509.2 with a minimum height of 36 inches.
Guardrail shall have intermediate rails or an ornamental patter such that a sphere 4 inches in
diameter cannot pass through Sec. 509 3. Grade (Adjacent Ground Elevation) is to be
measured at points 5 feet horizontally from the level of the walking surface vertically to
finished ground, floor or similar surface.
If manufactured home is placed on a basement foundation, the foundation and the basement
shall comply with requirements of the L' B C . U.P C. or U M.C. including but not limited to
(a) Installation of smoke detectors in the basement and in the manufactured home.
U.B C. Section 310 9.1.4
(b) Installation of escape or rescue windows. U.B.C. Section 310 4
(c) Providing of light. ventilation and sanitation. U.B.C. Section 1203 2 & 1203 3.
(d) Providing of minimum room dimensions. U.B C. Section 310.6
(e) Protection of insulating materials for flame spread requirements. U.B C. Section 804.
(f) Forming and placing of concrete for foundation and floor slab. 12.11C. Chapter
108.5 2
(fig) The inspection of all framing as required under U.B.0 Section 108.5.4.
(h) The inspection of all round and/or underground plumbing as required under J.P.0
Section 712 2
5 L.P.G. (Liquified Petroleum Gast 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. U M.C, Section 304 6. The
policy in Garfield County is as follows
(see other side)
{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 continuous 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 f unburned gas.
(c)
The upper inlet and termination of the drains to be provided with protection from the
entry of debris or 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 required 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 May 19, 1995,
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
"Uniform Building Code" or "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 80 mph and 15 lb.
wind load; anchoring requirements in accordance with installation standards based on the
minimum basic wind speeds in miles per hour specified in the Uniform Building Code; and
meets or exceeds the snowload requirements adopted by Garfield County.
Any building meeting these criteria is defined as a single family dwelling and allowed in any zone
district that allows a single family dwelling.
MfgReg01 95 Effective June 7, 1995
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SUN CITY HOMES Fax:1-970-242-5822
..vvvv..w rrr7 +. 1,. 1 1 RAIL 11U. d
5012 County Road 154
Glenwood Spriop, Co. 81601
TO; David Newlin
c/o
Sun City Homes
2507 Highway 6 & 50
Grand Junction, CO 81505
RE; Modular Residential Structure
to be located in Garfield County
North of Carbondale, CO
1281 Crystal Springs Road
for John and Jeraldean Davis
Sep 10 '97 8:43 P.02
vep. ev Ob:411111 v
sugtgpts
Phone & FaZ 945.6308
September 9, 1.997
Dear David,
At your request, I have investigated the capacity of a specific modular structure to
safbly support a design snow load of 40 PSF.
The unit in question is the Stone Creek 11, Model No. 4643ll manufactured by
Fleetwood Enterprises, Inc.
1 have received from Fleetwood, and reviewed, all pertinent data relative to the
construction of the lolls unit and its capability to support roof toads. Data reviewed
includes roof truss drop drawings, ridge beam span tables, marriage wall construction
details and general notes, header details and span tables, and support post details. All
structural roof framing members and their supports were designed and constructed to
safely support a minimum total load of 45 PSF. Rased upon my review. it is my
professional opinion that the subject unit can safely support a roof snow load of 40 PSF
plus actual. as constructed, dead loads.
I. Roof truss load capacity;
The roof trusses span 12'-10" from marriage wall to exterior side walls, The mrsees
are designed to support a total load of 45 PSF (SL y 30 PSF + DL = 15 PSF). The as
constructed roof and ceiling dead loads are as follows:
ESE
1. Asphalt shingles 1.7
2. 7/16" thick OSB L2
3. Trusses @ 16" 2, 2
4. Insulation 1.0
5. 518" Gyp Bd Cuing 2.8
DLA 8.9
SUN CITY HOMES Fax:1-970-242-5822 Sep 10 '97 8:44 P.03
.._. , - . , ,. .� ., . ,...,..... �..,",, a I Pb. r nus 1Q nu. Zee. IOy 1'!`J ( Idb : 4e-7 p J
2
Consequently, the truss design snow load capacity equals 45 PSF less 9.0 PSF, or 36
PSF, Most importantly, the home manufacturer has provided information which states
that their trusses (or rafters), which were designed for a total load of 40 PSF, have an
ultimate tested capacity of 10 PSF dead load plus 75 PSF snow load. A copy of that letter
is enclosed with this report. Based upon this test data and the above computation of
loads, it is my professional opinion that the subject trusses can safely support a 40 PSF
snow load.
11. Headers at exterior walls:
The typical header consists of 9" deep plywood 'box' beam with a 2 x 4 bottom
chord and a 1 x 4 top chord which also acts as the wall top plate. These headers are
designed to span 46.1/2" clear. For the subject unit this type of header spans no
more than 42" clear, and is adequate to safely support a roof dead load of 9 PSF
plus a roof snow load of 40 pSF.
III. Marriage wall construction:
Marriage wall construction consists of a continuous two part ridge beam and a series
of wood posts. The ridge beam is a conventional 24" deep plywood box beam with
double 2 x 4 top and bottom chords. The manufacturer provided extensive details for the
construction of the ridge beams and their support poets as well as tables for beam and
posts capacities for snow loads from 20 PSF up to 80 PSP. For the given unit, the
manufacturer's literature demonstrates that the typical ridge beam can safely span up to
20'-0" and safely support a roof dead load of 10 PSF phis a roof snow Toad of 40 PSF.
All ridge beam spans for the given structure are leas than the 20'•0" span. 1 understand
that the ridge beam spans approximately 19'-11" above the living room area and
approximately 14'•0" above the master bedroom.
In conclusion, in my professional opinion, the roof structure of the subject unit can,
with the single upgrade noted, safely support a dead load of 9 PSF plus a snow load of 40
PSF.
If we can be of further assistance, or if you have any questions, feel free to call,
Sincerely,
Kurtz & Associates, Inc.
Brian J. Kuru P,E.
owituwelfraf
41rs 4.60;44
t 18744 icy
‘74-1;441,05,, to .
h ION AL tA0V
-#llesiseottur
Hu] 12;4'
MAIN BEAM FOOTING CONFIGURATIONS ANO SPACING
WIDE - SINGLE, DOUBLE, OR TRIPLE SECTIONS
8" X 1$" X 4" CONCRETE FOOTINGS
MAXIMUM MANN ?SAM FCOT1NO SPAONG Om NO
l:Ct1C) dFivafA Live Ob1, Pad footing fipkl. ' Footing 2 oat Pad fir!.
( � Main 910711-1A1 4;0 femoro Main Seem S' s
e7b• 12' e' 10" 12' r 10` 12`
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Toua leb!es detorC1ino the1a7.,ting pea coniiQuret!b'1 and
foctlrtg apacine clang 1`14 main beanie C.1 tho 9ec11005}.
Refer to page 15 re looting ped nlirQurelinn dwell.
R0-viow the table that IndirMas the foot loci type you aro
going to use.
Re1or to page 18 for the pioc4dufe on jr,.,;0 the tablas,
C
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MAXIMUM
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12'
20 3' 3'
1000 50 22' 2'4i,"
40
r— 1 4 4' 4'4"
11100 34 4' 41
40 3'4"
2000 40
30.00, 400
4004)20
31_
ipif) ,
r7i 0 10' , 8 16'4-
20
6"0 3' 3' 3' 8' 6'
1000 30 2'4' 2'4" 2-6' 5' 3'
40 2' 2' 2' 4'4' 4'.6'
_- — 2u 4'4" 4'4" 4'4" o; 9.
1500 30 4' 4' 4'
40 314" 1'4" 3'4"
40
6'
6'
4'4'
7'
6'
s
4'4*
9'
0'
7'
4'•&.
4'
3,4'
r4"
4'
s'
e' 4'
8' 0'
7F T
4-6' s' 4' 4'
4' 6' I 5' 6'
3'4' 4.8' 44, 44"
{'.4" al' I' .'
4' S' 1t Br
3' _ r 7'
0.
0' 8' I 10' 10'4'
7' 0' I9.4" g'4'
1b' 12' a' 10' 12'
B. t0' 12, 9` 10' 12'
8' 10' 10'4" 6' 10 12'�
8' 10' 12' 0' 14' 12'12'
8° s O' 12 0' 10' 12'
13 ! 10' 12' 8' y 10' 12'
16" X 16" X 4" CONCRETE FOOTINGS
MAXIMUM MAN BEAM FOOTING SPACINQ (In Foot)
Roof
G j Syr_ Pad PagingIp Pad Foo5n2 Two Dill Pao Frig
l -44d hlfacn ?earn 9azaJ s Burn Sial. hAeir, Beeen S17e
2000 30 5'
40 4`4'
20 a'
30 6'
40 T
20
4000 30 _
40
30410
B' 6'
4-8"
T
4'4'
0'
TIEDOWN STRAP SPACING
PROCEDURE:, FOR ALL WIND ZONES
1. Oink tha length of the horn*, find the furtiloet distance
the bottom of the a;teln beam 19 from the Ground.
2. Measure that disotar1G and locate that height !n the table.
Do not m4e*ur$ 111 Itlmtted localized dapreasione under
the homy.
3. fallowing th41 Ilne *Cross to t s appropriate wind torte
dot#rralrl..1138 *trap *patina.
4. The Inhllal strap location from Iront or tsar of horn.
may bo no more than two ION (2'-0")-mIX11nu1n.
3. Tha *poling for any Individual strap may siteood the
spacing el,nwn up to 10% as long) a9 the overage
spicing doss not Osogad the spacing shown.
6'
5'
9'
12'
10'•6"
9'4'
8.
12'
8' 10' i 12'
8 10' 1104'
e A'44I4'-e"
g
8' 10' i 12'
0 10' 12'
10' 12'
11' 10' 12'
8' 10' 12'
10' 12' 8' 10' 12'
$' 10' 12' 8' 10' 12'
8' 10' 12' 8' 10' 12'
6' 10' 12' 6' 10' 12'
4' 10' 12' 8' 19' 12'
8' 10'.A. 12' 8' 10' 12'
MAX
MUM TIEDOVVN STRAP SPACINQ
.-wighr from
col$m oI mein
Nam Y1cNa)
WIND ZONE
ciavmaa
stra0
i
11
ill
httl,
hlldat.
2' to 19"
14'-0'
6'4'ev'4"
332'
34'
I 1r to 3C'
10'6"
6'4"
5••6" •
3.4°
4-4'
37' to 45'
'3'-0"
F.'6'
5.'€' -444'
47'
4S" to 60'
6'-&" 5"Q"
4'-G"
47'
59'
25
ill _ I i NJi''it
r a.
MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING
4 WIDE - SINGLE) DOUBLE, OR TRIPLE SECTIONS
■ w -h
D U▪ ' a u' it d QI
n u 0 0 C o sl'
a` r�r T L2:
1
,.,r- --4-.- - r --4---Why.. 4- -rt-e;
I
ON,
ni' 'IA g r-
el
' tr r: n d C Z. 0i
h--40---N-^ei
8ecnoN , '~"-. 11 MAIN SEAM FOOTINGS
PERIMETER FOOTINGS
PERIMETER FOOTING CONFIGURATION
AND SPACING
PROCEDURE
1. beternllrae the design root Hve Toad of the home.
2. Detarrnine the ecu bearing Otiosoity.
3. Fallowing that ilnla attain the table detarrninea type
of footing configurs110n and Spacing.
onto loot
4. {1`�} t0 edge of pier) tlacement to rent each /goner ofrt sA nO more r/ha home,
S. the spacing for any tooting May exceed that acpactng
Shown up to 1U as Ione as than evsralgo spacing
does not exceed the apaoing Shown,
i
CONFIGURATION
pE,RIMETLF1 FOOTING
AND SPACING
rointNo coral"tounAXIOMS
ii
B'-0-
1
d
i
1A"$lir
' ' hOrme,Pea
b".alb"
*
ila13x14"
wood Fad
SINAL'
iA
1000
SiHgL!
t>UJE3Lt
$00
Malt
Douai.tta I
e1M4L!
as
ao
f i0
1000
$#431E�
iX>ll&rE
E
TRIPLE
7 gtim:t
tXx16LE
–
d'-0'
a' -o•
I ala
to
1000
WNQt.tr
BIN41,F
DOUSIL5
QOUeLe
~ OcsAlLe
NA
slim,
SINGLE
ccUBLE
irrO0
Wu OLE
TRIP►E
f 3Ur4E
-ib a
9NGI.i
DOUBLE
SPKILE
Thane tables determine the footing pad spacing and 14011ng
connotation along the, mein bealmo and perimeter of the
ssctIan(e).
Fteforto page 15 for tooling pad 001 I I.11gor dolga,
Ravlaw the tablas that indicate the tooting type you aro going
to Lisa for main beams and parirnetor pleIs.
Refer to page 19 tor the ptocodure on using tho tablas below,
Main beam (outing spacing tablas acceptable for roof Ivo
bad 40 pat marilirfium,
MAIN BEAM FOOTING CONFIGURATION
AND SPACING
— 8" X 161 X �4" CONCRETtir FOOTINGS
f1 ---MAXIMU MAIN y¢AM Fr I01l[d8 &PAGING In Fse1
--Dol. Pad Forming t� a Had Footing Yw d Da Pad firy,
Mein 0asm Sire Mrin dam stirs0,,ten Been !We
1 r 10• Ay's. 10• 12' 7.-177r—ii—
,..
woe mS'.." s',er b' -r r s'-rr arse" a' 14 t 1'
t64A r 7-r V4,'war L, i0' iY tr i0 tz 1
2000 ar' 10' 11' 9 I 1 kyr a' i 1'
12
A000,
CONCRETE
POOT1NOS
2Xl2x24"WOOD FOOTINGS
Y�{A](IAAIJM MAIN BEAM FOOTING! 9PACJNG h FGtl
I�PIC Fo0D Bel. Pod F.aoong Trios Pad F4:�anAj
Main Bawl Silo hAdn Born site Man Seam SUB
Lar '' 10' 1r r lr1• 1r e^ io• 1Y
a n e' _-B'-- -10' 1? tr }Q 12
16441 T . W t IP' 17
1000 w 1p' 1x a 10 12 e• 10' 17
9dD ^Y 4 10" 1i i lee 1' 2' ior�-1Y
40qQ. l 1 It —10' 12
PROCEOUFIE: TIEDOWN STRAP SPACING
1. Ova* the Iandth of the home, find the 1urthsat distance
the bottorn 0 the main beam It horn the ground.
2, orardala
ttitmesue at ilmItrdioaattxad deptoaton. under
the home.
3, r•Oiiawing that line Somal to alar appropriate eland
zone datarrntnss the strap spacing.
4, The initial strap iodation tiro rr► front or rear e1 horns
may ba no more than two fest {2'.G") maximum.
a, The iasl *Hy ¢e9e#id rAay Ax t! t?Iaa aaptheiRa
*how!" up to 10% ss foram oa the average spacing
does not exceed that spacing 'shown.
MAXIMUM TIEDOWN STRAP SPAC NG
"6404 nom W1ND �O1VE DSM 8npp
grown! to
pONAM ct Mei"!I 111 Mtn. Ma
beam pnrha0 ax. x.
32°
26
r to 't 8" 14'-0" 6'•6" 5'-6"
lid" to 36" �D• "Y 6-6' 5•-6° 34•
37" to 48" 1d'•0 G' B 5',6" 44°
t1°
89" 14 60• G• �... S' 4' 0"
34*
44*
47°_
1306
114:•••••-.....-....--------,....-----
NM;hi
BEAM FOCiripel 4esciFI0 i1
•4, Pled F00r ,
pu!' Pro Footing Tiro Doi r
MwBMW n BoStxeFrohn gas
1101
12-.-H 11
1400
rEl
4• - .',.
M
160o
tl't'.T>yt�lt
K
.A"
14000
trMita
writers
1on
4000
�
2Xl2x24"WOOD FOOTINGS
Y�{A](IAAIJM MAIN BEAM FOOTING! 9PACJNG h FGtl
I�PIC Fo0D Bel. Pod F.aoong Trios Pad F4:�anAj
Main Bawl Silo hAdn Born site Man Seam SUB
Lar '' 10' 1r r lr1• 1r e^ io• 1Y
a n e' _-B'-- -10' 1? tr }Q 12
16441 T . W t IP' 17
1000 w 1p' 1x a 10 12 e• 10' 17
9dD ^Y 4 10" 1i i lee 1' 2' ior�-1Y
40qQ. l 1 It —10' 12
PROCEOUFIE: TIEDOWN STRAP SPACING
1. Ova* the Iandth of the home, find the 1urthsat distance
the bottorn 0 the main beam It horn the ground.
2, orardala
ttitmesue at ilmItrdioaattxad deptoaton. under
the home.
3, r•Oiiawing that line Somal to alar appropriate eland
zone datarrntnss the strap spacing.
4, The initial strap iodation tiro rr► front or rear e1 horns
may ba no more than two fest {2'.G") maximum.
a, The iasl *Hy ¢e9e#id rAay Ax t! t?Iaa aaptheiRa
*how!" up to 10% ss foram oa the average spacing
does not exceed that spacing 'shown.
MAXIMUM TIEDOWN STRAP SPAC NG
"6404 nom W1ND �O1VE DSM 8npp
grown! to
pONAM ct Mei"!I 111 Mtn. Ma
beam pnrha0 ax. x.
32°
26
r to 't 8" 14'-0" 6'•6" 5'-6"
lid" to 36" �D• "Y 6-6' 5•-6° 34•
37" to 48" 1d'•0 G' B 5',6" 44°
t1°
89" 14 60• G• �... S' 4' 0"
34*
44*
47°_
1306
i J i'_ie.ae-Leaaa HLIq -= ,' } 1.
SUPPLEMENT TOITiHE INSTALLATION MANUAL
tODUON
These drawings show lour,tfauW1n + 4.►ai1s which aro applicable 10 homes pradec d by subsidiaries of Fleetwood
The floor pi, Inc. tie, rounda4iw glen shown n ie general and is to be adjusted to meet the specific home being installed.
The hoar plait tor tie, home is in:ludr9d in the Installation tutanuril provided with each hone• The manual. floor Oen and
!nese drihaia na 1t nx ani *wither i o tuP o WI rtd9 kexentions ceedirrgand Semliki the the iiia ansion may be used. Se veal aemata cx►ristructian
met with a ,i,, be used from within those for the darn bads applicable to the
methods AN sttd►vr !_ Any combination d *eternities may
reenetrucnor+ siva. Fuendaticrn system details used ahatf to f tom tatrble with local sod conditions.
Thew design drawringe are supplemental to the Irslallatllon Manual. Details and dunaneanns of other typos of
13. Monar mix shell be Type S. Table 24-A of U.B.C. or 1
part Partlarid Corriere, 112 pert hydrated lima arid 4
parts sand by volume, do ace use lime wdh piratic or
waterproof cement.
14, Mesor y grout shall be 1 past PS s1land Cornett 3 parts
sand, and 2 parts 3r8" gravel by volume. mixed 10
pouring ooreirriency-
15. In concrete block stern walls, place a minimum of 2 - *4
reinforcing bars in black with mudeill Antlers; limy groin
each csh containing reams, In poured in planar bonerele
stows wails. the minimum vertical relnloccing shall be 04
bars at 24' Q.C.
P. 1
founra 110ra in the manual aro not applicable to this design.
GENERAL NOTES:
1. Contractor shall verify seri cwroorl marls and all dirnenSions
prior to alert 3 wok. Notify owner vI fry discrepancies.
2.
Ali work shah °onions% to the rreeereetiente d this design
ares oI the building d4 adopted by the agence hevirlg
jurisdiction.
3.
00110n louder tesltewed shag b ointeetartl with the rciol live
eget wind scene and mimic Ione as reelabllehrea Ior
permrneot buildlnaa within a spocatic local area
4
The ground surface aditeent w the Norte Shah be sloped
away Irom the structure re wild a grsc1lant at least 1/2" per
loot lox a diatemee of 6' or more, Provi>tioeia shall be made
for drainrsga 10 prevent amairriareion o! etrri rr wCIer.
Provide be 1 ft" x 24' sleets crawl hole to under4ioor area.
Provide unsaarellede area vontdetion 01 MA areae O nlat bass
than 1 square tool fur each 160 square feat of ur der-lfoor
errs. Cover vent openings with xrro len retistatit wine
tussah not lass than I/4 nor more than tP" In any
dimension.
6- Mating tine {bars shall be located dire iIy below ridge beans
support clolurrt:as. Support past teeItaa'tta Imetal aro 13. Compaction contact not required when 4' Nina! beciditl Is I
shown on she floor pian of the house by Cli. . used,
feeler to the Inealistion Menual for ridge beam pier end 19. Contractor shall verily apt] type prior lc el ailing wcdlk.
main rail pwr location& arid loads. When geeing shown in Expansive soil conditions may require additional
in the manual is lees than shown here, the metteel shall be engine ming.
followed.
15: RninlorGng bars for concrete or concrete block
foundation shell be delomted bars meeting ASTh4
A•$15, Gtede 40, Lap isil bars 24-minlrrturn.
17. All Welber it contact with minarets ehali be preset:re
preservmtive treated Of a specie 111390/1141110f rise
dimer in contatct with concrele. Indivlrltaal conoreie or
masonry piers shall project at least r above exposed
ground unless the columns or posts they support are
twitted wood.
20. Obtain from local buildl-ng euttteamlos the exposure type
a. Mudsill ar:chors Ariel! be installed within 12-01 each end of (B or C) and wind gored (70 nlph er 80 mph) epplltablt*
s;nl and al a spnlcing shown en the foundation plan. Mudsill to the Ioundtation slta., Whh these values, fired the
anchors may be 1,7" dia. bolts or Sermon Strang Teri MAS, targt}ired Wind Design Pressure in the table below. also
Anther traits shall be ant 7' into concrete,.the Wind Design Pressure to determine the required
Anchor bila shat! ba sat 15' into vont.% item wad, looting dimenaiona.
MAS Ar lore shall be set intra cfl .rate per reenutaaUrer'e
apecititatione.
9. $tern wall to*y be built setter haus& is in pie,
10. Wall stems may be rvnerele pr ccenrah4to tea.
1 f. Concrete shag be 2000 pal rttlrlimum ao 23 days.
12. Conrxarte bloctte shall t atom to ASTM 0-00, *echo"
inspection not required. Bkrdc$ shall be 8d x L f: height
desired for site condi iart- 9' slump atone may be uteri in
lieu of conetilt* bitKeks-
FLEEIi CyODEHT5E(PRIS IP C:
i1i
Haan toted PuCltOrr
• a SAFETY STANOM1OS
FEB X61996
azC
r9
21. Thasa foundation drawings comply
vI Foundation r tin Guidnl
s
aI HUD Handbook 44'30,3{
For Menutrectured Noueing) foundation Type C2.
DESIGN BA4i$:
Unilnrm Building Cade
1944 Edition
— 70 and HO MPH y'#imJ Speed:
Exposures S and C
- 20, 30, 40 80, 80 and
120 PSF Roo Live Loads
-- Seismic Zona 4
ASC 748 ANSI
Ai%1.1982
U.B.C.10V4�—
WmON WINO
DESIGNSSURE
----«_
itis $PUD
tetttik%UI!IE
imPHI
c
7'0
15
20
00
1S
25
Pea : Atria es 03PeriraeDaxt►«L
Thee* !i BrsAwY,
wet I $ irtemitm or Pookooaat lirttatAwst tut
( opt tro Ferma mend tytto s ►,s
CONCRETE PERIMETER
FDUNDAT)ON DETAILS ISR
24 woe MAX, HOMES
CokuletIon Number's
0022005
0022144
72-72-0010.1
2.2046
RIM
A
; FSO iL';;.•
Notes'
1. INS typo of looting mall cJfl l t rpt a wood pad
and a gruvai base.
2. Fastanom be stairtle:.s 41.to l at hcl-dipped
galvanized. Hao-ilµa)od zim-alcid nails shall
firs cq&ted after reaRWact.ire rn their finsi to+m,
including pointm. he dirlg, throVJrilg Of twisting,
a. �'�ftlit -a6 .. t andan'ized Or m hanleaily
pfarori gads xs, and hot-dippsad
zinc aatre.'• - shall not be permitted.
Staples e:v.. stalled below grade shall be
stainless • 304 and 11 R as dalined by
the +,NSI rn.
• T i,: gravel base ti tse not less that 8 iltrifles
3 thick and shall extend rot tees than 4 InohaN
beyond all the edges of the woad {Rads. •
1_:44
SUPPLEMENT TO INSTALLATION MANUAL
FLOOR Joisi
4. Gravel base at Wing tineas within the x:1ne of
load influence to be graduated 318' in 314~ gravet,
or. '.o r.Md not smaller than 1116' grains, or
cxua;,� ..ane having a maximum size al 1 112',
Ao c nftr. ad and placed 10 )110,r'rde and
adowabt* , 4aring capacity al 3003 pounds per
quer.
5- Each ri,ore al lumbar Mild plywood kith than 6' from
the cu:t•aunding sail shall be rt from malarial that
has the foltovring 'Norm ati n pain silently affixed:
(see Aloe 6)
a. Trademark of inspection agency approved by
American Lumbar Standards Oomrntoe (.LSC)
b, Applicable Arnerioan WCOd Pras+arvars'
Association (AWPA) standard'
, Lumber ............... ... Standard C-2
Piywcod Standard C•22
c- Yetf at treatment.
d. Exposure Conditions ,.. Orriund C4ntud.
Presary tiva used tar trsalftlent rtI cJ retr:rt 'on
lava!,
1. Moisture LfmRstian .. C?ty or KOAT.
g. Treating ovrripany and location.
h LUmber grade mad%ir►gs by and approved
grading agency to identify species and grade
for structural purposes.
6. where lumber is cut rafter treatment, the rout surface Shell
be teuah ted with not Wu than 3 Orottrit adluiiarl al
the earns presarvatiVa Wed in the original treatment, !Ir
map be Tisk keeled in earthworm* with AWPA
standard 104410 S percent solution of
peMathia oplta1 Qf, oeciPer naphthodets cOMaUUing
minimum of 2 portent clapper metal, a 3 percent Sb1uUOn
of
ACA. CCA, types A, 13 or C. of 5 portent laolutiion of
FCAP or ACC, or roto in contarmaneo with AWPA
Standard M440 paragraph 1-511.
IAAIN aE$
%NEW,SCAT QR -
MIN. 3 AMP PMMF1 ta7
` tom. MAIN SEAM
r aAAx,
..•�" j-' APP KAT P1E0 CAPACITY
�� JErrO PACU P;k TABLE 1
FUSE - NlOM6N t X TREATED
J WOOD OR OTHER APPROVED
MATERIAL ISIZX PER TABLE 1}
TOP OF
st,aROUNU1"G SOIL
27 N.
DETAIL -A
FLOC,* JOIST —
MAIM BEAM •
- wiAvEL PA.W (SEE NOTE sl
CONCRETE Fa{rtren MAY SE
USED As AN ALTtw14NATE.tSEE
ALTERNATE DETAL • AI
FASTEN wtTN ---
2 • r Nil r1ALL TUE
NAILEt1, At PACK
END or PUST.
dx4MN. fic T—
SPACIN P tN TABLE 1 •-
r MIN. .0t2;,..„.,,,, fi t.
•
f' ---0WIN.1 5/tVi J VS.1
t rrsl as O 4t OXit, At4OLC
FASTENED TO PO®T WITH aM$ NAILS
(oAa_ EACH SLUE Of MIL).
4H04Q 1WED(iE On SWIM
WEDGE TrGITLv
2 X a x tr 1+1 (trEAlEO)
.4 --SEE TABLE 1
C NCF Q'TE FOXING
ALTERNATE DETAIL - A
INTERIOR PIER DETAILS
- -� 1
rrorrriP4a f4ZE • MiTERN s Ps i ;
AL6ClwAaLE soLa3 lwi. t. -: t,bct�iaRE
1911 /seri Fir
r 1Gr
24.x it
24-Xle
24'X1
*Footing of other dimensio" *;!h dual or greater earth
contact arot may be used.
T1eh. d�t±.wyc r.••, • .vroloArs, or artpi,%t reeeneart,
esosioviw 1100000C,11100whom 1r0.
C , , o t.. ciarawa,4 Frimmisde inn
N tRUCT1W1 LU
jAN 291996
4
5AFE11r S1MlDARC
TITLE
CONCRETE PERIMETER
FOUNOAT1ON DETAILS FOR
28 WIDE MAX. HOMES
Frank
1-26-96
72-72-0010,7 A
N !7IX1f t!) 51cSV1-17
NO[JV-i15NI LL - /M SJSIr]I' 21,00 1:1 9 X L
1 KININ NIMOIWO /M 11/M1 1 HZ
14711V1LNl 61-N /M 111M CPIs 9 X Z—
7.3
CZ
76
Mr)1MON; 1109/MW11SJs9;11d1.n
1f101,/71a41.1.511117.17C11LTh'A
TY HONES F
SUPPLEMENT TO THE INSTALLATION MANUAL.
iitAtt4>_Ywr "�..
2.2x1110,4110
Z'CX 111, R ANO
TO FLODP WITH
164 NAILS
1494.
. App ritYvt.O PIER
I5k' E NOTE t AND 0rrA d M
'MR BASE rK.N.vtt4Al. 2 X TAFAT1=Q
AIDOCk t111 OTHER APPROVER
idukTY'RIA . 15421 KR TABLE 1)
-TOP Of
SukNOUNO NG SOU,
WO YI iCy
IdNE
Note*:
1. See floor plan ICT rninirtmurn p,or capacity
under ridge been t pp 11 OW;
2. Largo auppoti post bads may require dooule
pair applrcathn (aee Detail A).
GRAVE'. SASE
[sP� NoTE • 004 71.12.O01071
DETAIL • A
(DOUBLES IR NOOF PIIERS)
S
N RERAR --
.-*.RESAfl1rrLOG
TF4AN FL)OTa+c1 r nkwC$l01't,
12 EACH DJR C1 M
• FAXING tit*.
iT
SHIMS FOR TKOKT FIT
roc r motto CC.» f RE•
T7=
(y(> .moi car X 1r KoerTACK. FILLY GROUTED
ck
r
etE TMJ. -E 1
FOR WIDTH AND
LENGTH
MATING LINE DETAILS
MIN_
TABLE 1
PIER RASE ORPOURED. irf MALE CC440117E POOTYNTi t}IFAENSIONS
soli MARINO CAPACm
MAX,. PLR
LOADS tLHS.)
5EE NOTE 1
1500
aag0
moo
4000
iced pid, 1540 Par 2005 INIF
it x 12 i2• x'3'
rr X JO, i2' x sr
1b'X1C' 12-X{6•
ECM
1d x 27'
2'X21'
PA' X24'
1e' x 1e'
450a 24' x 2r
WOO 2i' )G 90"
sowIt 2Yr
100
5000
eweelirw
10000 $' x 40'
11000 5A• x 44•
P 4SE '111 atIrtialatlan Nut:lb.rwY
', Cm" st � te
CD NOV 141995 F.
ergc
441:
W22005
24'X1'
24• x 1!`
2'x20'
24'x24
2-x 2A'
fixate•
sr x2!'
31'xso-
w x as'
1Yr x 10'
1exlr
12-x17"
irx 1 itr'xsA'
24-x le' itr•Xsa'
24'X21. *rX2r
2A' X
24'xlr
24' x xtr`
30'x7T
30'X14'
30' 14'
24'X2
404+4 PS,
•W
irxtr
irk IF
x 17
irxtr
irxlr_
12'X14"
IrX14'
trx11r'
,A'X1r
1rxar
air x xr
21'xsT
PROII 1.TAAlI AND Q[>ltri,
TrwY+ai M* tial it & risakpeeilie+'
, . 61t114
CONCRETE PERIMETER
FOUNDATION
28 WIDMAX.HOMES
Darr; 10.3-95
NO.
72-72-0010.8
REV,
:'!afd'+.'TT'.` HOii=IEF
fkECESSEC
CaaSsACI ER
1 2d ti _ 2 2
Hui
12 :46
SUPPLEMENT- TO THE INSTALLATION MANUAL
1
1
MAIN KAM
12• MIN.
--'r Puywrio0 x
rw10E STRIP
FASTEN WITN 2 - [td
FALLS AT r I5.4 . MAX.
----- 2 X TREATED SILL P1ATE
ANcicw+ BOL T
64 REBAR Ar 24.O, C.
Io;rt.
-w RE NMI (CONTINUOUS)
6` MAX.
IT MM.
EMDWALL M.
KAITING MON
{SEE TALE}
AwJOII47 —
SECTION 8.8
414
7 x TAEAT€O SILL PLATE
fv6fd, 2 X A FASTENED To AAA
Xxlrf AND lull PLATE MTH
tell NANA AT r
K+MCOOR a .T
---.51`EM WAIL ICAL.1
A TERNATE 12 WITH
RECESSED CRCISSMEMBER
t Fooling it. typical withal) alternates. END WALL FOUNDATION
F. IJi_
ML . F+IN £FOOTING WIDTH
INrJM,p 20 PSF 25 PSF
10Y-0•tr
15, 24:
TT -0-0' 24' 78"
trr x 1 Irl X 12 c3A K LEiI 11-i
/ 51 L AHisLE FASTEN TO RSA
JOISrWRN2 X 1 i r 11x5Cil
=NEWS AT S' O.C.. MAX., ON fit
NAILS Al ro,C, MAX
.� STEM WALL (TYPICAL)
ALTERNATE al WITH
RECESSED CROSSMEMBFH
-112Xt IT WOW
SCMEWS Al 6' O.C, MOM.,
OR ed NAILS AT t O.C.
- 2 X TREATED Wit. Pt.A TE
ANC141:6I BOLT
HIM JOIST
NOTCH FO FI -
AHCkIOA SOLT
104ERE IIEt]JiRED
2 X 4 r'ASTENED TO AIM JO+S-t
41xTN 012 x r room &Mk -is
ATS"O.C.MAX .
AIN, ate- ptYwe#CC x r wit*.
ST RIP O Fi r A 30 GA, SWAP
FASTEN WTTM 2 - bd !+Alla^ AT
r O.G. MAX.
2 X TEATtO Sh.l PLATE
ANOMOFi BOLT
STELA WALL (TYPCAL.}
ALTERNATE #3 WFTH
RECESSED CROSSMEMBER
RYM JOIST
tkkil l ENO cROARAJEWER
its AgeErvE ANCHOR BOT
DWL% END CAOSSMEMBEN
TO REGaIVE ANCHOR BOLT
ANCrH 1x1 BOLT
—3Tf»wl WATI l'1PICAL1
ALTERNATE 14 WITHOUT
RECESSED CROSSMEMBER
2xTT1EATI:0-
SILL PLATE
--- 3r PLYWOCO
((LAP RIM JOIST AND SILL
PLATE 1 lir melt} FAIN
TO PIM JOIST AMS SILL PLATE
WRH dd mu AT r OEG,
AN010411 BOT
STEM WALL (TYPICAL)
ALTEPNATC ir5 WITHOUT
RECESSED CF OSSMEM8ER
PAOPAIETAAY AND CONFIDENTIAL
Dram. elneVosp 1P140ettbrs w C*br+A va�t+lwl+q.
e 1 km fa+1,rme
CONCRETE PERIMETER
FOUNDATION DETAILS FOR
26 WIDE MAX. HOMES
NO.
72.72-0010.9
01:6 .00 -Z1. -Zi.
99-9Z-1.
11.111.1.4
S311014 XVYI 301M OZ
kiCW SWiI WilYaNnod
ankiV400
plzappeoilij 100i 0
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ihillei41, Kaiaftgrreat ARORIP ow%
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110 1/04W
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11114 YON 0J c1311319Nli* X t--/
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L'1011 k10140NY
1-$1S 4.31X31;11X t
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(4941 VZI ' XVII Vo SIM
140 0***A 1,Ad pj) itYpi 70
2 0(Ad WIWI '70 J
1V SM..31101 00.111 1 X eto•
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PO 130 'TOR '0-0 /V SM3kriS
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jm
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11 3099
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(S)00001.000) UVinitt Pok
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land 1"77 0-01-41i1 X Z
SZ) TIM '0-0 .1' WO
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4f54113 30IM
X 000VUtl4
1v1iNVIN NOLDfliVISNI 3H1
L5 LrriH
1331,101-i A_LID
SUN CITY HOMES 1= ,
Huck '+ '_i�. 1.:4 F•. i':i
SUppLEMENT TO TH6 INSTALLATION MANUAL
.--3.nr s1. iwtx10 r.
r *4110-:5TF\IP
FA9iTEN W1TH 2 • !d NAILS
AT 9r' R.C. MAJ.. 120 PRE)
OR 4" riC MAX (25 PSF)
-•-W 2 li TREATED SILL PLATE
ANt.,HOEs SOLT
AA Cit OAR AT 21° Q.C.
r m14
• 04 iVEBA R;CGN'FUML Js1
SIDE WALL MIN.
FOOTING WIOTII --
TA$1,E BELOW
SECTION A•A
r 1,IIN.
- ON, 2 k 4 FASTCNDD 10 RIM
PLATE AM 6iu. PLATE WITH ibd
NA/LS AT 421 O.C. MAX. 120 PSF�
L?R r O.G. (8 PSC) W)ND
-••--- 2 x IllEATED BILL Win
N C-f4OR BOLT
—STEM WALL (YPICAL)
ALTERNATE 102
Note:
1, Fouling is typical with a14 eiternetes.
RIM PLATE
HOW L.L. SIUEWAJ_L MIN.
MU) FOOTING W10TM
2p THR4I6a 1T
60 i�,nu 120 , r
1 1r7- * 1 +'t^ X I P GA, X LENGT H
STEEL ANGt FASTENTO TRIM
P1.,4TE wail 614 X 1 1/C w i
SGRE.Ws AT T O.G_ MAX.. OR Ild
ALAILS AT 2' 0.C. MAX.
n2 X 1 ,Pr Woof) SCREWS AT
I W 0.C. MAX. 00 P$¢l OR I2'
O.c. MAX. (25 PSE) WE+In• OA ed
NAkS AT A'O.C. Mid(. (20 PSP)
UFI r 0.C. MAX • 125 PSF) w1H1
2 X TMEAT1_D SILL PLATE
-"---AmaroOck BOLT
~ *�- STEN WALI (r010-41.)
ALTERNATE 011
2 Y d FASTENED TO RIM (MJ.rE
WITH P12x3 ' CO SCREWS
AT i r D.C. MAx. (2o PSl OR
,2- DTC, (2S ESE)
91rI' PLYWOOD X r W
STRIP ORTx30GA. STRAP
FASTEN MTN 2 • «a NAILS At
2 O.C. MAX. 120 PBFI OR
MOOR SW
4' 0,C. (2S P$F} WO,10
WHERE RECUMIO
2 X TREATED SILL PLATE
—AM0 BOLT
SIVA WALL (TYPICAL)
ALTERNATE E3
SIDEWALL FOUNDATION
PIOPR ART ARO Cd2NEIOENTTAL
Th«e2040 +Are a IPTN► F"
emfgd* sL 11u rr Pooh el ElonsibmMK
106 - AMlawea Eason ;.oe as
CONCRETE PERIMETER
FOUNDATION DETAILS FOR
28 WIDE MAX. HOMES
oclio1mnr mow
NOV ,g 4 'Ng
1&
•v,llf�d •C i H_iME
r Om
"�NCw�I i
StYPn:hl,
STEE=L FRAME RAILS
SUPPLEMENT TO THE INSTALLATION MANUAL
,-..,...--•,._--- '" "_".".—'- -_Sf'r fLCAR Pt.AN FOR LENGTNt7F riOUSE ---
(MA' NOM4MX L !
i.
i .. SEE FLOOR PLAN FOR
LOGAMN OF WAY DOOR
cot RIFI Ouse) .
FNU WALJ. I -�
SILL Are-PIOR
TAS
uATWO LINE
l.J
TYf'McAt mATIMG LIN PILI --
(SEE OFT ARS OR 72-724 tam
1t ---17.9'
Ttivt L ItitERVOR P4$F1
ISEE OETALS ON 72 7“1.011:3
.n
E. 11
I,_I
Ij1 I
SCE WALL SILL_ 04i-10141 1r,- DiA
gO4.T$ AY er-0• C. MAX CM
SIMP$ON MAS AT A'•4' O_C.
------SEE Ft X' Pt. -AN FOP LLMGTW OF NOUN./ �--�
1113,41
SEE FLOOR PLAN VOA
LOC.ATICN OF ENTRY DOOR
GALL ErstrraOATIOR DETAILS 72.raoa1O.10)
tafinntiENDWAI. Fc JhOAT itt UETAJLS 72.73-0410,0)
,,..a.
MAX,
S-21
t. Offtot may occut At nahor or both fordo
tat haus°.
2. Length ot otfaat varus.
A
�'
at $PflY stATNACN umt
421 NO V 5
oFFSETJ
(SEE ANDD 2r2 S
27-r
MAX.
END WALT, SILL ANCHORS
tJlJIT 2tl Www
D44 Nin NIHAU,• . Mot~ WhnG %bhp Pfirmara
LkwA
( ..1
'1? S t MAS Ancor ifs"8dt IMS Arum
AAA%
JkB srot 3A'O.C. VrDC 211' 0.0,
TS'
D.0
31' O.G.
Zr G.G
2"i' D.C.
DOUBLE WIDE WITH OFFSET FLOORS
*inks IC, -.;.
I�mtlncr Numbekt
0022005
Pig
Thee dkvwgipi ene 111.111111bilrere NO stint imPimmr.
uyil Mwpld mrr mm FUwhoaod seesessos, 1014,
a Mil n.~1
IDONFILMIAMAL
CONCRETE PERIMETER
FOUNDATION FOR
HMAX QS
Frank
°". 10.945
Hui ''J7 12
F'.
SUPPLEMENT TO THE INSTALLATION MANUAL
_ .---SP. Fi 000 PAAN FOA LEN TN OF H� LISE- _'...�-,�- --+-�
(TS -0' NOM- la{A7[.)
9tE. HOW WEITALLATION
Firroi-
OR
FLOOR N ci -' i 4iGr+ -� /' M*HWJ. FOP PIERS
- L4 iIC11117F ;11...
Ii LN07EA PORCH POSTSENTRY OOOR
�1 ,. i r t ) 1
I
1
/1 SEE END wAu_J
5,0. ANCHOR TABLE'
MATING tINE
STC+E! F€iAMF FLA (LS
Fr!FrY *PACING
A
)
L� J
tvPM:.Ai. MATMG IINE PIER
ISE DE1A4,S ON 7 2-72 401 0 8}
TYPICAL INTERIOR PIER
I3E€ peuks ON727iad10.Tlr
27'-` M*1
3'•0" MAX -H
SN3EWM L SILL ANG*drt5 17' CPM • •t
KILTS AT v -Ir 00 MAX rga
3IMPSON MAS AT O O.C. MAX
(3£ (,ID�WAL.L POIANDAnor D1IMI72.72.00t0.14)
fitcasailu{WAU- FOUNDATION IDVAILS 72.12-0010.9)
frelitViP-,d, frocricti rou,NtriAtioN GEtALS 12 72-0010,11)
�iL ,AT H fOLINCA iONOETAII.S I24:10.1 1)
' fy
NOW
1, Parch may be !waled on either halt
Pafatl dienensione very
�--- SEE FLOOR PLAN FOR
J LOCATIOpe OF ENTRY DOOR
END WILL SIL. ANCHORS
L rr;2Q
1r1(,)
9EF YAM D.& n Pill*"
25 KVYtM�! Gly r.nu>Axa
ler B IIIna
112' I.
MAb 14riDeo1
Or
20' O.0
34' O.G.
t1'04
V" O.C.
_
xr 0 C
31.0.0.
err 04
Trac.
DOUBLE WIDE WITH SIDEWALL PORCH
:0F IBJ
SKIIANG
wm IMIM1104
NOV 141995 cc
CONCRETE PERIMETER
FOUNDATION DETAILS FOR
28 WIDE MAX. HOMES
`!_H CITY HOMES
70
. r r, -r2 .
HIJI:1 T
SUPPLEMENT TO THE tNSTALLATION MANUAL
-•-- ----sk t FLOW PLAN MI LENGTH OF NOME
fror-9` Wit MAX)
SEC FLb R P AN r -OR
I L iCA/ ON OF EIt'f MV OOcY4
hilSit-0'MAX-_--✓ I
a' EL FRAM RAILS!
i i „LI, (veAFry SU ACINC 1--T.AICJ4 piian milty
! ON HOMO UETALS ON 71-71-0010.1)i
13
SEE 110i&
INSTALLATION
M/JILIAL KNI
DIEM VADER
PORCH P'BT
– BEL HCA4E
II4TALLA1 K7K
MAMMI. FOR
MATIIIKI LINE
PIERS
V-4-PAW
zzedr RAIN.
SEE ENO WALL–
t A+R
TABLE
TI L —i
if It
— 1—Eq—
TYPICA4_ MA,TT•lq LiNE, PER
(ME DMA ON 12-124510-9)
10EWkLL SILL AN(:HCOS it DIA.
KILTS AT er-tr 0,C. UAAX. cos
oNosoN MAC AT 11'-0"
CA
( isi POi- NDAT1ON CETA L 7,•71,6010 10)
IlifirMALL i 001.0.knoisi O€TA$.t x2.12.0010.9)
=LONc-r
f.EEENOWAi,_ATPOf + FFOLJAZATIONISk'TAILS7?-72-00t0.11)
MAL.
1
--LEF40791 OF
PORCH YARI(S
SEE FLOOR PLAN FOA
LOCATION OF ENTRY 0048
l)Mit
(MA)L)
END WALL SILL. ANCH
3±0 P90 Wind CwidAgn Pwecrlttf
ffi NO' 4Nnd NAVA Rosso*
1/Z b t
Hill$ Andes i
17i BM
Ma Anchor
ON
U' 0.0
5d'O.C.
29`O0
Sr 0.0
79' 1
lir 0.0
9i' 0,C.
219' 0,0
27"d.G,_
DOUBLE WIDE WITH FULL WIDTH PORCH
42 NOV 14 Iggs
act
CONO1R TE PEAIMETEA •
FOUNDATION QETA#LS Fan
28 W(DE MAX. I-tOMES
10-345
11 T HOME
Fa x 1-970-24
2-1 97 12:49
SUPPLEMENT TO THE INSTALLATION MANUAL
SEE I-tOOR KAN FOR LENGIN O r4COSE
Off Nook MALI
SEE ROOR FLAN FOR
LOOATiON Or ENTRY OCOR
SCE END WALL -14‘
Ski. A HOHOH
TAALE
MAT LINf -
rp-,--
, – -F-
1
-0Hwi /
1 MINX, r STL FRAME RAILS /
NEP FY SP ACIHO I-- TypicA;, iNTERIOR PIER
oN HOE) met DESAA,s ON 71,72-00116 7)
I 1
I
3
L
—8- –
-=••
-E 0
rocu. I.IAT LINE MIR
tS� DET AILS OIN 72-724410 III
P. 14
10E1101.1, 1,1_1. ANCHORS 1,7 A.—
i•OLTAAY .41' 0.0 MAX. OP
s4AP5ON AsAS AT r Q.C. mAX.
AELIVA6,
1SEE s ALL cOUNDATION DETAIL& 7-472-110113.10i
argrrifilai
iste earmtAu. FOUNDATION DerALS t2-72-0010-91
elf rfrkINC.G
iSEE ENDANALL AT FOR"OLINDA/ ION OCTAL% 12 724010.11)
ZECIZOL.a.al.
cSL sia-vvAu. t P(RoN F OuNDATIoN DET ALS 72-12-0010 II)
E 6 MT6L--
Wide;
1. Porch may bia l8114d on *Mgr hall at sithlend.
I
Jj to— LEWIN Of
PORCH I/AMES '
(SEE WTI A)
SEE FLOOR PLAN FOR
LOCATION OF ENTRY DOOR
ar-r MAX.
2T-ir NAN.
SEE HOME
1,401ALLATIOH
NANIAN. rOA
PIERS UWE R
pcMai 00ST
END WALL SILL ANCHORS
Liter
UNGTH
(MU.)
20 Plit WOW Diltirin PIAISPI)
ti IMO Vditid 001911 PlNiure
irt Ow
MAS Aral&
lir Bait
HAS Anchor
itiT
3r ox
at 64
Sr 04
a i• Oz.
0.6
sr O.C.
2r cox
2T O4
DOUBLE WIDE WITH HALF PORCH
tWOOD ElittittiPMSES
.411W!!
NOUSINO COMMOTION
(0, L SAFETY St AIIOAAOS
C21 NOV 1 1995
wec
8
""IrIF
MM.
Ck*iItln Nu eitt&ra
00209S
.••• 11/02fri/Re
Them iienteivilKIWP AnisixoliziAND oneY Othilivirkwt
siriesalarl Polhoaid
e ION ilmoidow
CONCRETE PERIMETER
FOUNDATION DETAILS KR
28 WIDE MAX. Homes
WI=
0636: 10-345
No,
72-72-0010.6
?ON LIP!' H[iE1.
MAIN UM,
epia ----
Hu9
SUPPLEMENT TO THE INSTALLATION MANUAL
El4C) wALL POACH
PUNT !NS TALLEG 3 2 X 24 GA
NAILS Al 2 irr 0.c
oFisc, NAILS AT r o,c.
MAIN SEAM
FILO INSIALLED lel NAILS
2 14- oR 14Ak. AT
H. IE.
• 4 111 4
1 •
13, •
Pr MAL POET IN
CONCRETt !ITEM WALL
MAIN il,INtt fp- SIDEWALL PORCH
MAIN RAM NEED NOT BE -- •
SUPPORTED BY STEM V4. AS LANG
PA RAL SUPPORTED AT 17:0 MAX,
PER 1 ON /2-72-002103.7
SECTION C C
(PORCH AT END WALL)
PCNICH DriANSION VAMES
FiELL1 WSTALLED Pi ATE
1$2 -TWE EN St4SYS
VIEW A - A
1,43, pLywrzioD OR RATED SHEATIONG
—
FASTEN TO POW NALL FRAMING WITH \
A,. wait ) Jr 2, C ALONG EDGES AND
12' IN THE FIELD
MAIN UN(L
SIGEWALL
FRAMING
SCOrt,E04.,;
BET•NE,IN ,
JOr•S•T's "
PON V
SIEM 'Nu.
Note:
I. Frame around erbstruetioris to.v.11$ as
plumkAng or chants oomporitnts.
LIMAN ELENA
(TYPICAL)
POW WALL --"
f ANAPAI
12 X4 MiN.)
STEM PALL
3 irr WIDE X /4 OA- STRAPS
BETWEEN BLCOONG 4111114 1E43
MED Al 6' OC, OR10WS Al
4' %).G. woo MAN uta KocAtima
AM POW WALL PLATE
SECTION -
(siDE OF PORCH)
PORCH FOUNDATIONS
•••
7;4%r.
• :)7;
%.4:•,4-
,-'
`• ' • 47'
ViEW B B
,
i
472-72-0010.11
j�� otTEcippons
wet: ,
iim
.•• .-•_
4400
.7
.i.
A
_•
_
i.41outatIon Numbara
poitopitteiAffiy PM CON IDENTIAL,
Th444.= 1.40 111Pqatamkgrd mpa NAlimil pslievtgart
mime& isi elsiftraod 1,1104*414t
• • ,,s,• 11* APS essol km
-how mart,
Mi
an
to, • IiiallSi
C2 NOV '1 4 1925
;cc
ce 8
,,
0(.22095
61'
.
CONCRETE
PLNOILM1
2.11
Frank
PERIMETER
[UN GeTAILA PGA
WIDE MAX. HOMES
t4°'
nay.
. _
.
Dts:
10-3-95
Sec. 24 TSS_ R88W. 6th P.M.
.GARFIELD • COUNTY, COLORADO
- e FOR •
RON & MARGERY.. MARTIN'.
N 89'59'11" E
182.12'.
0.80 'ACRES
• A =26'3.2 '31 "
DRILI- STEEL ddd R=320.45',.
30` aoc L=. '
+g.�!1 8.56' 7E3, ¢1 ex -..--7,':-. N761.08
'`s7 -x1813 60:00'77f'r'
CULVERT \
�Cr�,S a, 78.41 n- ' - ,
A 26 32 32 :
14 7715,16 E , R- 220.65 9r• ?''2.---l'
•
bh
3
1-0
:'o
TO3'0J" •
.f=573.91'
;•=75.83'
A
I 1� •
irlera DS('
(1/410/0104
, minor
414itiari
FO ALUM CAP
`SCHMUESER`
ru-Yuili-
F+ 6U1 _
C- 1• 1,
C)
q
•
--11.
POB'.
PARCELS 3 &
X18.
j•?.�
1.?,11410
�� illl.ii ti'
ROAoFAclebtl6 rm
corre
12' POWER LAIC EAR -WEN;
' 1
•
1L'1,
`W000 POST.. • sE7,Br JAES'.
89'31'40"W
S �
319. p�
I i r
A• 622'58•'
R=614.52'
,xa
1 '.'71,' i '1.7,
4.61 ACRE
. . . . • . . _
N 89'31'40" W
•
1y
Cn
t!
FD ALuM CAP •
-3C11MUESEr
86.20' FD VPC ".CAP .
P00 PARCELS SCF{u UESEN'
1 & 2 + '
• N
•
543.98'
FU YAC Cm,
' 'r,rFI!uESE '
INSPECTION
MAD
E
IS POSTED ON THE Q6
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
HOURS REQUIRED FOR INSPECTIONS
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issue5.06/9 7Zoned Area Permit No /71/4C-1-1
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with all
laws and regulations related to the zoning, location; construction and erection of the proposed
structure for which this permit is granted, and further agrees that if the above said regulations
are not fully complied with in the zoning, location, erection and construction of the above
described structure, the permit may then be revoked by notice from the County Building
Inspejuird IMMEDIA E Y BECOME NULL Ap VOID.
ro t 014i Fo.f.Jotied , t.,A,)
Use ao4du,/ - !
+R
Address or L al escrip ' n }� }
Owner
0 -a 1 .5 Contracto ij Iv ti
Setbacks Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing q' - ,3 C.- 7
Foundation t o- G- c 7 A
Underground Plumbing
Rough Plumbing
Chimney & Vent
Gas Piping VK(0/ 9`7 Sr Go_
Electric Rough (By State I spector)
Framing
(To include Roof in place and Windows
and Doors installed).
Insulation
Drywall
Electric Final (by State Inspector) /e
Final i _(o `r"2
Septic Final ! a - 6�s—
otest pi
wi toe'
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WHETHER N ERIOR OR EXTERIOR, UNDERGROUND ORA ABOVE GROUNDG
9/�Y THIS PERMIT IS NOT TRANSFERABLE
Phone 945-x- 109 8th Street County Courthouse Glenwood Springs, Colorado.
APPiOVEDDO NOT DESTROY THIS CARD
Dat 'f f j'I L By
IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC