HomeMy WebLinkAboutApplication-PermitGarfield County
Building & Sanitation Department
108 8th Street, Suite #201 Glenwood Springs, Co. 81601
Office- 945-8212 Inspection Line- 384-5003
NO. Crich
Job Address lona BFt .Q - C-4). l ',l X.al&
jj
Nature of Work Building Permit I ,R5-. C t.SCL-J
Use or -Building esln.-- C_ ' "f " Lart MYC/e) S
('(Owner Goymr` Er, c__ �- CI
Contractor (l,=
-'sac AmoO of Permit $ CO. c7 Date 'd
Clerk
a39I-33a-oil-odsglea/C -
GARFIELD COUNTY BUILDING PERMIT APPLICATION
108 Br" Street, Brite 201. Glenwood Spring. CO 81801
Phone: 970945.8212 / Fax: 970.9849470 / inspection Line: 970-3845003
Permit No: 97 q
0 in 05
Parcel/Schedule No: 23 - 332 --i -
AGREEMENT
PERMISSION IS 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.
IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND
USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES
THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WTIH IN THE LCOATTON, ERECTION. CONSTRUCTION. AND USE OF THE
ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE rr SHALL BECOME
NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL
FROM THERE.AFrER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OT ER DATA OR FROM PREVENTING
BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF TITS CODE OR ANY OTHER ORDINANCE OR REGULATION OF
THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE
AN ACCEPTANCE OF At.: : ESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES 1HE RESPONSI
BITTY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARIICTECT, DESIGNER. BUILDER.
AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNIEREST.
Garfom. 03
1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INTHAL): / r
"3[)-7) * gyp' Rec=
Job Address:'/ °``---K)`1*- B L4 €ST€JI CT a hic Igo NMc& Gi
1 Lot No:2.s Block No: Subd. / Exemption:
'Pi -NI -se 'Z CraISE ZI ARCH Ski BJ
2
Owner:
Ott5NAR1 St -Rood
(
Address
Sox <094 lifeci,rco
,S -(Her
WkPh .
nit -/33
3
Contractor:
60 /0 SCttoo,J IONS! CoIfd_
Address:
38AlGotaF-049-SftA-co
Ph:
316-o2Co4-3-Zoos
Lic. No.
4
Architect/Engineer:Tinilogga0 ,
TPC oftf T'rat, t.c wSLLJ
Address:
Ph:307 -637- 762
8
3c -I -2tit-I(-oo4.
Lic. No.
27`I-1 Z
5
Sq. Ft. of Building:
2808
Sq. Ft. of Lot:
4-. Vile AC
Height:r
%`F -.S
No. of Floors:
2-
- R
/ r
Use of Building: nit Clstmia - n ho4��
Describe Work: fy,rmi
STICK But t-1 click -tie
8
Class of Work: R' New 0 Alteration o Remove
❑ Addition J Move
9
10
Garage: t ;aerftt E.. SLAB 0 Single
V4 Wtif-$Q.NO Loot C—ou a
Carport: ❑ Single
NIA LI Double
o Drriiveway P
0 On -Site Sewage
Disposal
/0I
Site Plan
XA
ell ArYe�t- 9
11
Valuation of Work: $ 33o OOO-�
C011ainCDs: EN GIPJv.GP E.1.
Fon..vJ Pen Ji
.S St_R0 o4
Adjusted Valuations: 5 246410
/ CaRhkt
//O 39`)
itirePaclsi
NOTICE
A SEPARATE ELECTRICAL PERMIT I5 REQUIRED AND MUST BE
ISSUED BY THE STATE OF COLORADO.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
AUTfiORLZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF
CONSTRUCTION OR WORK ]S SUSPENDED OR ABANDONED FORA
PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED.
I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE
COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE
GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY
TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
LOCAL ]A . • ULATI' . ONSTRUCTION OR THE PERFORMANCE
OF CO :r•• MI O
/�� -....../7-S°
Plan Check Fee:
I/,- ( g ( 'C
Permit Fee:
' 6 Y ��
Total Fee:
//11
Z CI
q
q, 9
Dated Permit Issued:
OCA Gipltlp
, K u J
Const. Type:
Zoning:
Setbacks:
Manu. Home:
la�tii
0.S
iSOS No. &-rest
��
` Pk* q1ATE 11��
la !2 S �,�2iQ,
:�. DE' PLNG. DEFT.
APPROVAL/' TE APPROVAL/DATE
AGREEMENT
PERMISSION IS 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.
IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND
USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES
THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WTIH IN THE LCOATTON, ERECTION. CONSTRUCTION. AND USE OF THE
ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE rr SHALL BECOME
NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL
FROM THERE.AFrER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OT ER DATA OR FROM PREVENTING
BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF TITS CODE OR ANY OTHER ORDINANCE OR REGULATION OF
THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE
AN ACCEPTANCE OF At.: : ESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES 1HE RESPONSI
BITTY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARIICTECT, DESIGNER. BUILDER.
AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNIEREST.
Garfom. 03
1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INTHAL): / r
"3[)-7) * gyp' Rec=
The following items are required by Garfield County for a final inspection:
1. A final Electrical Inspection from the Colorado State Electrical Inspector;
2. Permanent address assigned by Garfield County Building Department posted where readily
visible from access road;
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent
kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all
necessary plumbing;
4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold
running water, non-absorbent floors and walls finished and a privacy door;
5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or
decks over 30" high constructed to all IBC and IRC requirements;
6. Outside grading done to where water will detour away from the building;
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until
all the required items are completed and a final inspection made;
8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway
installation, where applicable; as well as any final sign off by the Fire District, anchor State
Agencies where applicable.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY
(C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE
CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupancy, use and the issuance of a
Certificate of Occupancy for the dwelling under building permit # q19
Signature
BpcontOct2004
S -o5
Date
VALUATION/FEE DETERMINATION
Applicant Subdivision CrriCiAr
Address (p C V, Lot/Block Z'j'
Date /I,- '_0 Contractor
Finished (Livable Area):
Main lees
Upper L)
Lower
Other rtCRim 2
Total Square Feet ZS *741(6 = 208170/ qg
Valuation
Basement:
Unfinished
Conversion of Unfinished to Finished
Plan Check Fee for Conversion
Valuation
Garage:
Crawl Space:
Valuation
Valuation
Decks/Patios:
Covered
Valuation
Open
4e72 w i2 lztOg o
14'50 1 9 = , a5'a
/44 1 24 = 3 ¢5T
zzC
Valuation 21(0
Total Valuation
�� lid
24163 LW
w
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
For
SINGLE FAMILY DWELLING CONSTRUCTION
Including
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
And
MOVED BUILDINGS
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. Any project with more than ten (10) occupants requires the plans
to be sealed by a Colorado Registered Design Professional.
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.
Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and
drawn to scale.
Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with
decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line
and original grade. A section showing in detail, from the bottom of the footing to the top of the roof,
including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation,
sheeting, house -rap, (which is required), siding or any approved building material. Engineered
foundations may be required.
A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be
designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind
speed, wind exposure B or C, and a 36 inch frost depth.
All sheets to be identified by number and indexed. All of the above requirements must be met or
your plans will be returned.
All plans submitted must be incompliance with the 2003 IRC.
Is a site plan included that identifies the location of the proposed structure or addition and
distances to the property lines from each corner of the proposed structure(s) prepared by a
licensed surveyor and has the surveyors signature and professional stamp on the drawing?
Properties with slopes of 30% or greater must be shown on the site plan. (NOTE
Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft.
of a property line and not within a previously surveyed building envelope on a
subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's
signature and professional stamp on the drawing. Any structure to be built within a
building envelope of a lot shown on a recorded subdivision plat shall include a copy of
the building envelope as it is shown on the fmal plat with the proposed structure Located
within the envelope.
Yes
2. Does the site plan also include any other buildings on the property, setback easements and
utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution
if the property you are applying for a building permit on is located on a comer lot. Special
setbacks do apply.
Yes (ppjV
3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage
Disposal System) and the distances to the property lines, wells (on subject property and
adjacent properties), streams or water courses?
Yes N O tV Z
4. Does the site plan indicate the location and direction of the County or private road accessing
the property?
Yes )(
5. Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcing steel in accordance with the IRC or per stamped engineered design?
Yes
6. Do the plans indicate the location and size of ventilation openings for under floor crawl
spaces and the clearances required between wood and earth?
Yes X
7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist
spaces and soffits?
Yes
8. Do the plans include design loads as required by Garfield County for roof snow Toads, (a
minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor
Toads and wind loads?
Yes S.
9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construction?
Yes
10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, roof X rafters or joists or trusses?
Yes
11. Does the building section drawing or other detail include the method ofpositive connection of
all columns and beams?
Yes )4
12. Does the elevation plan indicate the height of the building or proposed addition from the
undisturbed grade to the midpoint between the ridge and eave ofa gable or shed roof or the
top ofa flat roof? (Building height measurement usually not to exceed 25 feet)
Yes X
13. 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?
J Yes X No
14. Does the plan include a masonry fireplace including a fireplace section indicating design to
— comply with the IRC?
Yes No X
15. Does the plan include a window schedule or other verification that egress/rescue windows
from sleeping rooms and/or basements comply with the requirements of the IRC?
Yes X No
16. Does the plan include a window schedule or other verification that windows provide natural
light and ventilation for all habitable rooms?
Yes X No
17. Do the plans indicate the location of glazing subject to human impact such as glass doors,
glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as
a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures
and specify safety glazing for these areas?
Yes r No
18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan?
Yes ji No
19. Do you understand that if you are building on a parcel of land created by the exemption
process or the subdivision process, are building plans in compliance with all plat notes and/or
covenants?
Yes No
20. Do you understand that if you belong to a homeowners association, it is your responsibility
to obtain written permission from the association, if required by that association, prior to
submitting an application for a building permit? The building permit application will not
be accepted without it.
Yes No
21. Will this be the only residential structure on the parcel?
Yes X No 4 If no -Explain:
22. Have two (2) complete sets of construction drawings been submitted with the application?
Yes K
23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft.
long?
Yes )( No
4
24. Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes x No
25. Do your plans comply with all zoning rules and regulations in the County related to your
properties zone district?
Yes X No
26. Does the plan accurately indicate what you intend to construct and what will receive a final
inspection by the Garfield County Building Department?
Yes •X No
27. Do you understand that approval for design and/or construction changes are required prior to
the application of these changes?
Yes X No
28. Do you understand that the Building Department will collect a "Plan Review" fee from you
at the time of application submittal and that you will be required to pay the "Permit Fee" as
well as any "Road Impact" or "Septic System" fees required, at the time you pick up your
building permit?
Yes X No
29. Are you aware that you must call in for an inspection by 3:30 the business day before
the requested inspection in order to receive it the following business day? Inspections
will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be
called in to 384-5003.
Yes X No
30. Are you aware that requesting inspections on work that is not ready or not accessible will
result in a $50.00 re -inspection fee?
Yes x No
31. Are you aware that you are required to call for all inspections required under the IRC
including approval on a final inspection prior to receiving a Certificate of Occupancy and
occupancy of the building?
Yes No
32. Are you aware that the Permit Application must be signed by the Owner or a written
authority being given for an Agent and that the party responsible for the project must comply
with the IRC?
Yes X No
5
.1 33. Are you aware that prior to submittal of a building permit application you are required to
show proof of a driveway access permit or obtain a statement from the Garfield County Road
& Bridge Department stating one is not necessary? You can contact the Road & Bridge
Department t 625-8601.
Yes No
34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician
and Plumber to perform installations and hookups, unless you as the homeowner are
performing the work? The license number of the person performing the work will be
required at time of applicable inspection.
Yes X No
35. 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 submittal
of a building permit application? Your attention in this is appreciated.
Yes X No
36. Do you know that the local fire district may require you to submit plans for their review of
fire safety issues? Yes X No (please check with the
building department about this requirement)
37. Do you understand that if you are planning on doing any excavating or grading to the
property prior to issuance of a building permit that you will be required to obtain a grading
permit?
Yes x
I hereby acknowledge that I have read, understand and answered these questions to the
best of my ty.
Signature of Owner Date
Phone: .3OL 0 [4 (days);
Project Name: F ,- ( �L it ®on
Project Address:
A.
9 - d 7tO - 02.Jr0 (evenings)
,�twGv
G /)uesfc/4 L`r"
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.
BpminreqFeb2005
PLAN REVIEW CHECKLIST
Applicant c of 1 Date /2--7.-06—
Building
z7.06
Building
``/Engineered Foundation
AYDriveway Permit
�9mroLycd Site Plan
A/(11 Septic Permit and Setbacks
Gra /Topography 30%
Attach Residential Plan Review List
/Minimum Application Questionnaire
✓ Subdivision Plat Notes
/S/fi Fire Department Review
-7 Valuation Determination/Fees
✓ReddL�Line Plans/Stamps/Sticker
attach onditions
tion Signed
Plan Reviewer To Sign Application
L/ ParceUSchedule No.
, j, /1 40# Snowload Letter- Manf. Hms.
Soils Report
GENERAL NOTES:
Planning/Zoning
Property Line Setbacks
40ft Stream Setbacks
Fol od Plain
Building Height
Zoning Sign -off
✓ Rodd Impact Fees
/HOA/DRC Approval
1/ Gyade/Topography 40%
ning Issues
" Subdivision Plat Notes
BLUESTEM COURT
SUR MIT AL !SHOP DRAWING REVItW
mrd 0 Mute GmacIon As Noted
❑ Lerdse and resubmit
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DATE 8-29-06
T
40
oi
SHEET NO.
10/27/05 09:47 1/970 984 3533
TRUSFAB INC.
Iii1 002
TRUSFAB, INC.
6181 ROAD 335
NEW CASTLE , CO 81647
Please: (970) 9*4-2336 Fa: (970) 9843533
Reject ERIC & SHARI SCHOONB10 tNo:
Model' LOT 25 CERISE RANCH Lot No:
Coolaet SBe:
Office:
To: VorJ
VALLEY LUMBER (RIFLE)
221 WEST 2ND smErr
P.O. BOX 1579 , BASALT 81621
RIFT CO 8(65D
Name:
Phone
Fax
DON SCHOON
876-0250
876-0252
S9dative Deliver/ Da%
Profile:
DOUG
625-9663
637-9131
Production List
306 Numbr. 3621
Page:
DRS: 09-28-2005 - 8:39.58 AM
Proje4ID: 3621
DeliverTo.
6 BLUESTEM COURT
CERISR RANCH
Aomori No
Design:
Salespema
Quoit Number.
P.O. ter
VR
TWG
THAD GREENE
3621
122074
Truss Id:
Span:
TrussType:
Slope:
LOH
ROH
Built By:
17 A
2 A -GAB
11 B
32-0-0 SCISSORS
2%6278
32-0-0
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TCDL 15.0
BCLL 0.0
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Plates Increase 1.00
Lumber Irexeexs 1.00
Rap Sties Ina YES
Code IRC200011045195
Cel
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BC 0.83
HB 058
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TOP CHORD 2x 6SPF 2100F 1.8E
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MT20 1697123
MT16 118/127
Weight 199 h
Sheathed on 2-7-2 op perils.
Rigid *Mg dm* appfed or100-0 m breag.
REACTIONS Woke) B•2252A-5-8, M'2252A1b8
Mo HorsB=103(load ase 6)
Bear UpW&- Q d cow 9), H'-913(tad caw 10)
Max 0mvB•2672(Ioad case 2), Hc8T10oad case 3)
FORCES (b) • Mar* CarpreereoMMmdmern Tensa
TOP CHORD A -B-0187, I3 -P -0655/I64. C-0•-6075/27, D-0=•7957/48, D-E•f20S0. E -F=4320510, F -P=- 795219, CI-Pe-1107SO,
G41=d855BI, ti -b0137
BOT CHORD B -IM -2047898, M -Na i2J71$2, Le -25/7219, Kte77219, J -K 0(7182, H.1=127806
WEBS E4.•W4899, C -N-3681366, D-N♦=74/467, D- s1932M93, F -Ls -1932t206, FJs-74487, G-i-368f39B
NOTES
1) Wend. ASCE 7-02; 90rrph; h=2511: TCOL.+SOpsf; BCOL=5.Opsh, Category II; Exp C; ercbatd; M91I-RS gable end zonae; polars Iso and
right exposed ; end vertical MI and right exposed; Lumber DOL=133 plate grip DOL -1.33.
2) T41: ASCE 7-9I: pfd -40.0 pet (W roof an*); Exp C FS Exp.
3) Unbalanced crow beds have been uonsideed for Nov design
4) The tits has been deSgrd for unmet of min roof Ne bad of 18.0 Pu or 1.00 Nees 8r rod bed of 40.0 pd on overhangs
nonmcurrad Mh other tee beds.
5) This tome Ms been designed lor a 10D pal hodom clad We bad noncom:ward web any other lite bads_
9) Ail pleas are 14120 plates meas dhonwke bdioded.
7) Seswg et pn(e) 8, H considers peal to pub rete using ANSUTPI 1 angle in Fat ronndo. Bulking designer should .era capeory
of tearing surfsro
8) Provide nec onkel connection (by others) of hues to tearing plate capable of wlleiondhg 90 b vain at gra B and BB h tarEllSODIH.
LOAD CA.EIS) Standard
OCT -27-2605 THU 11:02AM ID:
PAGE:4
10/27/05 09:49
$970 984 3533
Job
3521
Trasa
A -GAB
TI✓INC., New Castle Co 81817
1600
-Miss Type
DROP GAB(2X6)
TRUSFAB INC.
c4'
2
Ply
1
ERIC & SHARI SCHOON
Job %terms
(eo11aW)
005
16-0-0
6.00 IT
8.200 4E2921305 Web lochias. Irc Wad 0E126 0971348 2C05 Pegs
32-0-0
4x6 =
16-0-0
Scale. 1.53.6
•
i:*Weed brei _d' re* r ea C l� •44 _it e!e C to c470 : 4. _O M :Ti'er S �O IC _O JC eEVA C ..AZO ICei
3x5
3115
AD PC AB M 2 Y X Ni V U T 5 R
516 =
18-2-14
F
Plate a (X11-3'0.030)
32-0-0
32-0-0
LOADING (p
TCLL 40.0
(Roof Snow.&D)
TOOL 15.0
BCLL 0.0
BCOL 10.0
SPACING 30.0
Rules Increase 1.00
Wntr lnvaae 1.00
Rep Stases Inv NO
Code IRG2000/ANS195
CSI
TC 0.47
BC 0]g
WB 0.66
(Mat)
DEL hs (Ioc) Vddl Lid
Vent(LL) da - ra 009
Veit(TL) Ma - &a 909
Hora(TL) 0.01 0 da Na
PLATES GRIP
MT20 1691123
111.100.132
LUMBER BRACING
TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD 2-0-0 ca puree (60-0 max)
007 CHORD 2 X 4 SPF 2100E 1.6E (SidBhad fume ded.d: SpeSV ' 2-00).
OTHERS 2 X 4 ‘10/i Stud BOT CHORD Rlgld may dbio 1p appbd or 10-0-0 oc laaci g.
JOINTS 1 Brave al.Mpp: 1
REACTIONS (1delza) 83231324-0, X=337732.0-0, 0/-388'32.0.0, Z=393A2k0, Ms383/32-00, AF42132.60, AG=254/32.0-0, AD=731/3230, Wp388/ 200. W39302-0-0.
11.3833230, 7'421/32-00. 8--254/92-0-0, R.731/32-00, 0b23/3200
Max HorzA=156(bad case 5)
Mel L1pIBA•-10oed vase 5), Y•-27(loed case 6), Z"-39goad cwe 6), A4=96(6ad tae 5), Af38(load ase 6), AC=-24(Ioed case 80, PDs-67(Imd tete a).
VF-22(bad rape 5). V=41(bad cape 6), 1.1=-34(bad wee 5), T .38(0 d case 5). 5---24(Esd baso 5), R —6 (bed case 10)
Mea OrsnA=440(load case 2), X=337(load case 1), Ye563(bed ciao 2). Z.554(bad case 2), M<540(.ed case 2). Meta3(bad case 2). ACs359(bed case 2),
AD=1031 tad casae 2). We563(Iped ease 3), V-404(bed case 3), sSS49(bad ®e 3), 7s593(bsd ® 3), S Iwd cafe 3)- R=1031(load rias 3)
0e440(bad case 3)
FORCES (b) -Mahmm Co mprassbnAllicomm Teats
TOP CCDRD A -B=-2471158, 60-212181, CAE-15Efl, D -AE -87/101.0-E=180/132, Eii-1611131, F-Gc-54143, 61* -1871164,
H1=-172/178, Wm -172116B JJU-16//139, K -L=44#1 W, Lain -1(498, Mt@ -188/08, NSE. -64140, 0#=158/8.
0J'=-212/20. P-0=247/158
BOT CHORD A-AD.0/132, ACAD•0.'132, ABAC=0/132, M 8-'0I132, 2-AM(1132. Y-Z.W132. X -Y 132, W -7x0192, V -W =0,132,
U -W0132, T-(!=0'132, S -T=01132, RS=0/132, Q -R+3132
VIERS I -X=-277/0, 1 -1 -Ye -603+57. 041.403169, E-A -405/55, DAB= -516189, CJIOS034.52, B -A0=-928105, Jai' -503F52,
K -W-493171, M-1=486/04, 81-7• 45111119. 0-5e-31114/62, P: s-1120/106
NOTES
1) W115: ASCE 702: 90m1h: he2SIt TCDLe5Dpd: BCDLe5.0Pd: Category 0; Exp C: enebaed: MWFRSgabla ed zone; carMaverle8 end
ren exposed ; and veiled hm and right exposed; Letter DOL=131 pies grip 00L=1.33.
2) Trues designed For wind Iced& b the place of 6e ISA calm. For duds mused to rind Nobel toteface), be MTTd"banded Gable
End Dale,
3) TOLL ASCE UM: PF40.0 pd QM name* Grp C; P14' Exp
4) Unbalanced snow lads Imre been ansidmad W this design.
5) Tli s Musa has been dedcpsd for a 10.0 pd Ioaom chord We bad nvaarwrwd wash arty other gra bade.
8) AN plebs aro 13x411720 saes 011ie S. SOW.
.
7) Gabs mean methane: boltona shad bearing.
5) Gabe Wads spaced d 2-0-0 oc
9) Provide m.cSnkal cava 4km (by others) or Cub b baring pile copal* d ttdan&g 11 will d pad A, 271 uplil d Joico Y. 391
split at Aird z, 35 b utddl at pts M 3B b spit al bid AB, 24 b up10 d bid AC, 67 b rill al jots AD, 22 b spit d bad W, 41 b apt
al plc V, 34144R at joie U, 351 call at bird T. 241 LS d joa45 oro117b spill d pad R.
10) Design swarms 442 (IM arladdbn) palm d oc apairg laaaared in Inas TCW 2-10d rata.
LOAD CASSIS) Standard
OCT -27-2005 THU 11:03AM ID:
PAGE: 5
Lid
240
160
de
10/27/05 09:50 13970 984 3533
Job
3821
Truss
Trues Type
COMMON
atm. rAB.1l 4/ Calve Co 81647
-1-8-01 7-1-10
1S0 7-1-10
TRUSFAB INC.
Iitooe
140-0
8-10-8
6.00 I2
4.6 -
2.4\\ 0
Py
1
ERIC & SHARI SCHOON
Jeb RetewK (attar)
6100. Apr 262016 Mrs. leiabks, Inc Ned Oct 26w 1Z2Qi1 pap 1
20-10-0
5x6 =
8-10-6
4.6*
F
2x4 //
0
c
28-0-0
R
7-1-10
101
15-0
Scale • 151 4
5.12 =
18-2-14
L K
4.6= 3.6=
J
5x12
4.6 =
18-2-14
LOADING (psi)
TCLL 40.0
(Rod Snsva•10.0)
TCDL 15.0
BCLL 0.0
SCM 100
LIMBER
TOP CHORD 2 X 6 SPF 1650E 1.6E
BOT CHORD 2 X 4 SPF 2100F 10E
WEBS 2 X 4 SPF 2100F 1.13E Esser
W22 X 4YMN Shd, 1N22 X41MNMud
9-5-2
95-2
:o-o-z,oa71 IF*0a2,0-411
18-8-14
25.0.0
9-1-13 9-6-2
SPACING 2-0-0
Plates Increase 1.00
Lumber Incases' 100
Rep Stress Ina YES
Code IRC200.30/6195
cal
TC 0.59
BC 0.53
Yid 0.59
DEFL m Doc) Udell
Vert(U4 -0.10 8-L 21199
Ves1(L) -0.24 8-L egg0
Hca(TL) 0.08 R Pia
BRACING
TCP CHORD Sheathed a 4-4-4 a emits
SOT CHORD R" slang Sea appbd a 100-0 m macu9.
REACTIONS (bMI.) Be1902/66-6.11.1992/0-5.6
Mad HorzB=900ad as' 6)
Max U01I13=-660cad a® 90, H@-0fi(load ase 10)
Max GraSBe1373(losd ase 21,11=2373(108d as' 3)
FORCES (ib) - Mannan Compression/Maximum Teeaiur
TOP CHORD A401&4, 8-6=3346f6. Cab-2862NR C-1)=-2725/59, Co -Ea -2449497, E -F=-24412/67, F-0=-2725483. G44•-2982185.
H- 4835, l4-lsOh84
BOT CHORD B1•F22721, K4.00/1725, Jaf•0H725, H -J.02721
REBS C1=962/141, E -L -3 51201. .k 33/1206, G-•4612/142
NOTES 11:
1) Wed. ASCE 7-02: 120rgh,11•251; TCDL•5.0p*: BCOL.5 Opo; Category Exp C; enclosed, MFRS Babb end zone; at nearer left and
right exposed ; end steal left mid eight exposed; Writer DOL.1.33 plate gsp 001=1.33.
2) TCLL ASCE 7-98; PH40.0 pd (OM rnd.en.a); Exp
3) Unbalanced snow Weds have been considered for die design.
4) Thb buts len been designed for greeter of ma rod be bad d 180 pd or 1.00 Omen M rod bed a140.0 peon overhangs
non -concurrent vt other be loads.
5) This oras has been designed for a 10.0 psi Worn decd Ike load roan. :gram n911 any other ive bads
6) Prom nrechMnical connecter (by oilers) d saee b beatg plats capable of wIeMdb9 9616 opal .Ilam B and 96 b uplift et jolt H
LOAD CASE(S) Standard
OCT -27-2005 THU 11:04PM ID:
PAGE:6
10/27/05 09:50
e970 984 3533
Job
3821
NA
B OAB
TRI16JP., Nov Cada Ca 81647
Tnos Type
DROP GAB(2)(6)
14-00
140-0
l5x4 11
1Axe 11 E
TRUSFAB INC.
Pb
2
1
ERIC & SHARI SCHOON
Job Rdaa m
aced)
Q007
6.2013s Aa 28 2695 DMA Inddoies, Inc Wed Oct 280920:502695 Pagel
29-0-0
14-0-0
4x6 =
Scale• 1:48.7
3x8G
18.2-14
X W V U T S R Q P 0 N
1.5x4 II 1.5x4 II 1.9x4 II 13x4 II 1.5a4 II 516 = 1.5x4 II 1.54 11 1.514 11 15x4 11 15x4 ' I
26-0-0
28-0-0
Plat. Greats Mr). )6o-3°$3-01
3x8
LOADING (pd)
TCLL 40,0
(Rod Snow=40.0)
TCDL 15.0
BATT 0.0
BCDL 10.0
LUBBER
TOP CHORD 2X4SPF Z100F1EE
BOT CHORD 2 X 4 SPF 2100E 1.8E
OTHERS 2 X 4 WN Stud
SPACING 3.0.0
Plats Increase 1.00
Lumber Increase 1.00
Rep Stress Ina 140
Code IRC20061ANSI95
CSI
TC 0.47
BC 0.29
IAB 0.49
(Melds)
DFL la (lec) 9defl Ud
Vert(LL) Ws - rca 999
Vert(TL) .Jos - 4a 999
Fbrz(TL) 0.00 M Na 1110
PLATES GRIP
MR0 1691123
Mlabhc 1091b
BRACING
70P CHORD
DOT CHORD
JOINTS
2-0-0 cc pudns (6-0.0 nue )
(S1MS .ed from sheeted: Sing a 2.00).
Rbk1 owing dbeopy Mad or 10-0-000 Mating.
2 Brace a1 Ate: 0
REACTIONS (INaVe) A a2Y16-0-0, *-raiz6-0-9, S4336128-0-0, T=389211-0-0, Ue386080-0, V=42117800, W-255123-0-0. 0-0. X-73125-0-0, R=38W28-0-0. 0=3 111-0-0.
P•42172800, 0-256728-0-8,11 73128-0-0
Ma Flea$• -1356M case 5)
Max UpttT=-29(loed cage 6), U•38(Ead ase 8), Vti37(1®d ®e 6), W-24(Ead case 8), X=67(load ca. 9), R--25(Imd Gene 5), 0=-40(md case 5), Pa-37(1o0d
ease 5), 0.-24(bad case 5), N'-61(load ease 10)
Max omvAM40(b.d case 21. Nk4400o 4 ase 3), Sso3sOos m 1), M6700ed 0® 2). W542(load ease 2). V4593(bed ooze 2). W'366(bad case 2),
X=1031(bed wise 2), R=567(bed ease 3), Cp5420ced ase 3), Pa913(bsd ass 3). O 360(bed m 3), N=1031(lad ase 3)
FORCES IS - Maximum Compresskn8pSrbies Torison
TOP CHORD A -80-246I158, B-0212729, C -13e-156199, 04i>167/1 19, E4+166141. FSG -173/156, Gob -173/147, H416EI116,
We-1671BI, J -K. -1513I133, Kt -21226. LS90-2469155
BOT CHORD A -X=4116, W.X 0f115, V-WWI15, (J -V 115, T -U 0/116, S -T•0/115, R 8 W 1 /5 OJ7-4115, P-00116, 0-1a417115,
140.01115, M-14•01115
WEBS G -S-276/0, F -T=505159, GL)= -467168, D -V=516169, C411k 364152, B -X=424105, II -Pr -6055S, I—Q487/70,
J -P=51469, K-0=-36:._, La. W106
NOTES
1) a.d: ASCE 7-02; 90mph; 1'2511; TCOL 5 Op&; BCCL•5.0pd; Category 11; Exp C; ambled; 1IISPRS gab ad tare: maser WI and
nghl exposed : end vertical let and rag t exposed; Lumber DOLs133 plat gdp DOL -1.33.
2) Truax designed ler vS.d bads in the plane of the sues only. Fm studs elposad b ward (nmol to the face), as Wet Seo dad Gable
End Deli
3) TCLL: ASCE 7-96: P1 40.0 pal glat roof enol); Exp C FuOy Exp.
4) Unbalanced snow bads have nen Considered fQihla design.
5) This truss los been designed ler a 100 pd balm chord Ere bad raomuoarad with any other live trap.
6) Gable requite oodesou s baton Orad bearing.
7) Gable studs spaced d 2-00 s.
8) Pravde mechanical connection (by others) of hues to bearing dos camels elwithstanding 29 b ape d pled T, 38 b spill at joint U, 37
II uplift d girl v, 24 b open d joint W, 6716 upM d )dM X.25 b upM al iced R, 40 b upM at joint O, 37 b upet d joint P, 2416 upM et
jdn10 and 67 61pB d pim N.
9) Design assumes 4s2 Mat aiaddion) purist d s spacbtg bdcded, bdened to bum TC S 2-10d raps.
LOAD CASE(5) Standard
DCT -27-2005 TF NJ 11: 05c41 ID:
10/27/05 09:51
'&970 984 3533
Ph
1
FAIL a SHARI SCHOON
Job Garen eedensili
008
1
TRUIFAB. INC, New C10661:o 81547 8.700 slip 72005 Mira Wanes. be Wad 096252920512U15 Page 1
12-2-8
6-1-4
13-8-8
1-6-0
Sada = 1.25 5
18=
15x411
6-1-4 12-2-8
6-1-4
Pale Offeeh (X,Y): IB9-0.2,Edgel,139-0-2,Edge]
6-1-4
3s8 =
9-1-2
i
LOADING (ps0
TOLL 40.0
(Roof Smva40.0)
TCDL 15.0
BCL. 0.0
BCDL 100
LUle9t
TOP CHORD 2X6SPF 1850F ISE
BOT CHORD 2X4SPF 2100F19E
WFBS 2X4%WStud
SPACING 2-0-0
PMs Increase 1.00
Lumber Imam 1.00
Rep Egress Ina YES
Code IRC2000(AMs195
CSI
TC 050
BC 028
MB 0.14
REACTIONS lane) 5965t-5-3, D 965104-8
Ma Horz3=-38(load rase 5)
Max UpW lB-82(bad case 9). 0-82(bnd see 11:0
Mats OreeBI180(bad rase 2), Do1180(loed wale 3)
FORCES Ob) - MNdnelm Compressionaleximum Tendon
TOP CHORD A-73•0142, Bim -717123. C -D -7T723, DE -10742
SOT CHORD B -F=07870 0-F=0678
WEBS C -F4/235
DEii b (be) 9de8 Ud PLATES GRP
Wort(LL) -0.03 B -F 490 240 MT20 1607123
Ver811) -0.06 B -F 4989 180
I1orzat) 001 0 rba Ne
Weight' 48 6
BRACING
TOP CHORD SheMhed or 6-0-0 0c Mans
BOT CHORD R1014 caring di olp appled or 1060 on bracing.
NOTES
1) %Ind: ASCE 712; ge ph; 1F151t, TCDL=5.0psf, BC0L4.0psi; Csiegorp 11; Env C; enobaed; WAFRS pals end zone; owdearrer b6 and
right reposed ; end radia) Iso and r ht ezposed; Loeber DOL=1.33 pyla grip 00L=1.33.
2) TOLL: ASCE 7i9; PF40.0 pd (tic rod wase); Exp C; Fhly !Up
3) Unbalanced snow bads have been considered for the design.
4) This truss has been designed for grader of men roof be load of 18.0 pof or 1.00 tinea fS red bad of 40.0 pd on overhangs
non- a nc mad aril other live bads.
5) This Inure has been daipr d for a 10.0 psi hdlan chord ire bad muancunam with arty other be Inds.
6) Provide mechanical opertsc on Oa Sham) d Vus m bearing rade carat of wihefardI g 82 b opal at kid B end 82 b unit et jar* 0
LOAD CAMAS) B$ndard
OCT -27-2005 THU 11:06AM ID:
PAGE:8
10/27/05 09:52
Job
3521
4,970 984 3533
TRUSFAB INC.
Truss
0
Trues Type
3CISSOR3
TRUSFAB. arab a+4 co. at647
I -18-0 I 7-6-0
1-6-0 781)
500 lif
C
1
12-0-0
Cy
0
MY
16-6-0
1
ERIC 8 SHAR1 SCHOON
Jot 22 rnme
KCSM
8200 s Apr 2B 2055 NITdtrreasei ,Inc Wed Oct 211 prgp22005 Papel
(read)
R009
316
48-0 46-0
sire 11
D
3*5
E
24-0-0
7.6-0
1256.01
1-6-0
Seta • 145.7
6x10 =
4x12 4
9-1-2
7-6-0
7-6-0
J
2x4 11 214 II
H
WADING (ps6
TCLL 40.0
(Roof SiOur•400)
TCU 15.0
HCLL 0.0
RCM 100
SPACING 2-00
Peds Increase 1.00
Lumber Inoses 1.00
Rep Shen Inn VES
Code IRC200DrM/3190
12-0-0
4$-0
TC • ▪ a.Bi
00 0.72
WB 0.97
(sbwrd)
168-0
4$0
24-0-0
7-60
4x12
9-1-2
PLATES GRP
M120 109/123
Weight: 114 6
LUMBER lORD 2 X 6 SPF TOPS
TOCHORD heathed w 2-7-11 uc piens.
TOP CH1650E 1 E BOT OHORD RW ntn9 dotty up MS or 10-0-0 oe breams
BOT CHORD 2X6 SPF 1650P ISE
WEBS 2 X 4 WW S1ud*Except
W12 X 6SPF 1650E 156
REACTIONS (6/sUa) 11732/13-541, F -17320 -SB
M® Harz6--770sd case 5)
Man UpMI•-920oed case 9), F•-920osd rase 10)
Mar Grar6'2OE5(Isd case 2). F 2(650rad OS 3)
FORCES (Ib)- Maximal Compressionfithetimum Tendon
TOP CHORD AS•0/43, B -K=-5602/1, C -K=3607/1, C -D--4337, DEt 433110. E.2/ 6602.V, F -Le -58024, F-0+0/43
SOT CHORD B.J+-15., I.M-1bS3SO, H4 11 i60, F *45360
WEBS C-1=0235. Go -1604/140 D-1 33M, E4•-1604151, E-11•0235
NOTES
1) Wed: ASCE 7-02; 1lamph; 1r=26R; TWt 6.Opd; BCOL=5.0pd: Category 11; Fxp C; enclosed, MWFRS gable end tare; canSMror MI end
right 2) TTCZL. MICE 7-96; PPd roof prnanew); Esp FC; air Esp.sed ; and WAGS laft end NEM exported; Lumber t]7 plate grip DOL 1 33.
3) Unbalances anon bade have been ctm.bw d for We dssgn.
4) ME buss has been designed for greet of ruin reef Me load c118.0 psf w 1.00 Ores Bat rad load d 40.0 pion warhwp
non-oo.10 rad wit oder IS. trade.
5) This Ws hes been designed for • 104 pef botbrn chord Me bad rmevaaeerd /tit my other Me bade.
6) Beeiag at paths) 6, F oonate6 wad to grain value using ANaVTPI 1 sloe m grab fineei. Bering desanor should very rape ly
dhewn; mesa. B2 b untidier* B end 926 uptt aloha F.
7) Provide nsheatal connectionconnection(by others) d trues In hearing plate capable d wLWadn9
LOAD CANES) Standard
OCT -27-2085 THU 11:06RM ID:
PAGE:9-1
10/27/05 09:52
1970 984 3533
Jab
35II1
Truss
01
Inas type
SCISSORS GIRDER
TRl/9FA81 Wes*? [arse Co 916ar
F -1b0 I
1-5-0
7-S0
TRUSFAB INC.
00'
2
FA' ERIC 5 SHARI SCHOON
12-0-0
7F.0 4-60
8.00 fie
C
304
500 II
0
16-60
46-0
3
Job Ra...- tS)
8.200 aAp 282006 MiTM hvaba4 Inc wed Oct 213garap 2005 Pee 1
l 010
240-0 25-6-0
7-6-0 1-6-0
Scale - 1:46 7
304 <-
E
12(12 =
®016
J
3x6 11
4.00ri2
H
308 II
9-1-2
LOADING (psi)
TCI-/ 40.0
(Root Sno. a40A)
TCO& 15.0
BOLL 00
B CD& 10.0
LUMBER
TOP CHORD 2 X 8 SPF 2100F 15E
BOT CHORD 2 X 8 Sr 1950P 1.7E
WEBS 2 X 4 MMI Stud `Except'
0512 X 8SPF 1950F 17E
SPACING 8-0-0
Make Increase 1.00
Leets Increase LOD
Rep Strom Ire YES
Cod. IRC20001ANSI95
12-0-0 165.0 n 24-0-0
4-_80 4$0 7-0.0
CSI 1 DHL n (log WO Ud PLATES GRP
TC 0.85 1 Varl(LL) -0.50 HJ '589 240 M120 189'123
Weight 3118 lb
BC 088 VaXrr
-0.76 14-1 '384 180
110b 0.40 l orz(TL) 053 F
nig nye
(Whir)
BRACING
TOP CHORD 2-0-0 ® peers (47-2 we.
(Switched horn sheeted: Spacing ' 2-0-0).
607 CHLORO Rod cefW dkdIy •PPSsd or 10-0ating
0 oc b.
JOINTS
1 t roe 0.L Als).0
REACTIONS (Wake) B.41355/0.5-13, Fe3361510
Mw HonB.`225(bed tuna 5)
Ma( UpB16•-331(bed cone 9), F-SalOoad rase 10)
Max GOw8•78730bad mese 2), F-7673(bed m 3)
FORCES (Ib) - Madmen Corepeurion' & num Terson
TCP CHORD A -B 93, 13-K=-28188271. C -K--24548/320, C-0=-22055'179, 13E--2209/176, E1n-248451215, Fa.n-261891186,
F-0 0x293
SOT C1 -10R13 9-J-322173436.1 J=315/23638, H4=1973636, F4F-2823436
WEBS CJ -3961381, C-1=293011553, 13441118132, E4=2630/1553, E -t -395(381
NOTES
1) 3 -ply Inas b be connected together wilt 0.131 3" Nabs se follows:
Top chards pomaded a follows: 2 X 6- 3 rose et 0-40 cc.
Bosom dads connected as fdbee. 2 X 6 - 3 rows d 040 a
Webs connoted se [dews: 2 X 4 -1 row 2169.0 oo, 2 X 5 - 2 rows at 040 oc.
2) Al Toads are considered 0.60.-3y applied to all plat except i holed as frond (F) or beck (9) face n the LOAD CASE(S) seelbh. PN b ph
commodore here bean p ovtled b dWbule only loads ruled as (F) or (B), Sees eererwee Sleeted. end zone; cantilever let end
re
3) Wed. ASCE 7-02., 90mph; W2511, TWL�Jpd; 1Lumber DOla1 ; Exp C; .'1 ; MWM gagableright imposed ; end lics& Iso end ri d .xpoe.dt
4) TCL/. ASCE 788: PF -400 pd (Set rod snow): Bp C, AS/ Exp.
5) Unbalanced snow loads have been hire rkeed for the de.b'.
61 This Mao has been designed ler greaten d thin hoot Me bad d 18.0 psf or t 00 biers art rod load d 40A pd on eeerteps
non-ooncarem war dha Me bads.
7) This hum hes been designed for s 100 per bottom cord We toad namrrsurran rah any direr Me beds.
8) Baring el pbt(s) 5, F considers mired to grab value using AMSUTT4 1 ape to grab formula. Bulling ledge shwdd redly cepsely
of baring surface.
9) Provide machsral aannecdan (by others) of buss to bearing plate capable of willestandirsi 331 b uSM sl pis Bad 331 b upfll d ped
F.
10) r(s) or other conneezban chord, and 1650 b dawn end 4991b wedded shall be up at 12-0-0 on pother EttoreThe dm¢YsSdtr ked(s)
oo4W r deweeb) a 0.12-0-0
an top
responsthily clothes.
LOAD CASE(SI Standard
Comnued on patio 2
OCT -27-2005 THU 11:07AM ID:
PAGE:10-1
10/27/05 09:53
t'970 984 3533
3621
Trues
01
TRUSFAB INC.
Tues Type /CIF
SCISSORS GIRDER I2
TFILI6FAR. INC. NSW Castle Co 81647
LOAD CA5 S) sumac
1) Snow: Lumber InoasFl.00, PWe Moment! .00
Uniform Loads Ipf)
Veit A--390. D-0.-330. 0-0.60, Ffia0
Cmcarmded Londa ro)
Vert D=1170(F)1=1170(F)
OCT -27-2005 THU 11:06RM ID:
FtI
3
ERIC a SHARI SCHOOR
Job Reamfestered)
6, ;Apr 282005 MU& Inclusuies. Inc Wed Oct 2660e211-53 2016 Paget
[Ion
PAGE:11-1
10/27/05 09:53
$970 984 3533
TRUSPAB INC.
Job Truss
3621 1D GAB
THIEVE*, INC., Nes Castle co 61647
12-0-0
Trac Thee
DROP GAB(2X6)
Oq
1
PN
1
ERIC 8 SHARI SCHOON
Ij012
Job Relane a (optwai)
SNO eAra 282006 Mlhk industries. inc Wed Oct 260920`.12005 Pegs 1
24-0-0
12-0-0
4x6 =
12-0-0
Scale = 139.9
A /
N S. �..:: N tea.: H ZS
...... ... ..
0 M 3x 6
T S R 0 PN
1 5a4 11 1.6x4 I 6x6 = 1.S4 11 1.9x4 I I 15x4 I I 15x4 11 1 5x4 H 1.5x4 II
24-0-0
244-0
Plate Meals CVO- (RD -3-0 03-01
LOADWG(ps0
TCLL 400
(Rccf Bnade40,
TCDL 15.0
BCLL 0.0
SCOL 10.0
v
0
SPACING 3-0-0
Pietas Increase 1.00
Lumber Inco® 1.00
Rep Sewell * NO
Code IRC20001ANSI95
CSI
TC 0.47
BC 029
NB 0.98
(Matrix)
COIL In (by) Udell Lid
Vert(LL) Na - net 999
Vriot) Sri - Na 499
Horz(TL) 0.00 K Na rale
PLATES GRIP
M120 168'123
Weight. 87
LUMBER
TOP CHORD 2 X 4 SPF 2100F 1.8E
BOT CHORD 2 X 4 SPF 2108E 1.8E
OTHERS 2 X 4 VWV Stud
BRACING
TOP CHORD 2-0-0 e: plains (60-0 MM.
(Swished from sheeted: Spor 10-0-0acing'. 2-0-0).
- bracing.
CHORD 683id ceding droop4,Pled
JOINTS 1 Brace a1 JI(s). F
REACTORS (Metre) -0`326/24-0-0, K=32224-0-0, P-41.124-0-13. CH379124-0-0, Re419/24-0-0, Sr15724.0-0, h730240-0.0.381/24-0-0, N='422/2440. 20=2542400,
L=73124-0-0
Max IbrzA -115(bed CMS 5)
Max UpUI0 -32015 cane 6), Re-40(load case 6), Se-22(bad case 6), h67(led sow 9), 0=-228(l®d se 5), Ns41(load case 5), Me23(lcad wee 5), L
case 10)
Mar GravAe441(oad wee 2), KW40lbcasead raise 3), P=341(load case J). M=3591bd ease 1).
CH555(load case 3) L• case2J)R � COW 2),15 62009d cars 2),T -103x( wee 2).
0dd7Nmd c 3). N 3(�
FORCES (Ib) - Maximum CcenprcamrvUlmdrao Tendon
TOP CHORD A -B=-255!180. B-00-221/77, Cas -164138,13-&-1641117, E -F=- 1691134, F.G -172/127, G4t•-167-06, H -N-155114,
I -x21130 Ja("-24W150
BOT CHORD A-Taof97, S -h0197, R6=897, 0-R-4097. P-0+897, O -P.0197. N- ''97.1444x437, L—/97, K -L=0197
1AEBS F -P=-278'0. E- -502.1. DR=611170, C-50-383?51, B -T -42W105, G0. -5025S. H -IF -816/72, Mie- 6451,
J-04328105
NOTES C: ermbad; kIVIFRS gable end zone; caalbrr M and
1) gland: ASCE 7-02; 90mph; he29b TCOL=6.0pdV; ; BCOLe5.Opsl; Category Exp
right reposed : ed vertical telt and SBM reposed; Lsnbr DOL=133 plate grip DOLe1 t.
2) Truss designed for veal bads it the plane of the Inas nzdd. For studs reposed to vend (nand to Bre lam), see MTek Mandan! Gable
End Dee
3) TCI!: ASCE 7.98: P1e40.0 per (fiat mot snow); Exp C; FS% Ezp.
4) Unbalanced snow (cads have been considered for this design.
5) Th: tons has Wen designed bra 100 pd Worn chord We bed nwrano nerd wah wry other 8ve hide.
6) Gable requires scntinisous bottom diad beefing.
7) Gable duds spared upirt at opM
8) Provide mechanical connection Ord others) d buss to hearing 41E ramble ( a el joie N. 315 upfr 32 lb Nand lei l 0,40
40x1 Isklt M - R.
22
b uplift at IoM S. 67 b et o al del T, 28 b uplis at MOW ndbaled. fastened to truss TC bid 2-10d wk.
9) Design assumes 42 Old orlenla0al) parba al oc spacing
LOAD GASES) SMldard
OCT -27-2005 THU 11:08RM ID:
PAGE:12
$No. `[7-LCo
13
icJob Address
.5wner
ontractor
Assessor's Parcel Norza t)4-c�
f
Date F an -C�co
certsg
lafa5
BUILDING PERMIT CA
Ad•ress
Addres
Set.-cks: Fron r _ Rear
C. t 4
Soils Test* tt
Footing 2- '67--C 6FAL
Foundation "/Z' --c'67 (
Grout
Underground Pluing '11-1> -t)(4: rd1
Rough Plumbing m•moi Z
Framing S -S- OG
Insulation 5 /0-tvj'?
Roofing
Drywall
Gas Piping 5—-
6 &5P Pias*
¶B- •y
Phone #
Phone
RH LH Zoning
INSPECTIONS
Weatherproofing
Mechanical
Electrical Rough (State)
Electrical Final (State) 7- o -o 626F
OFinal7-//'06 /Checklisfeted. ✓
Certificate Occupan #/%
Date
Septic System #
Date
Final
NOTES
Other
(continue on back)
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
�1,�
CICDate Issued.I'.x1P'eel` Zoned Area Permit No el pp rr.1...7.i__#
a AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with all
laws and regulations related to the zoning, location; construction and erection of the proposed
structure for which this permit is granted, and further agrees that if the above said regulations
are not fully complied with in the zoning, location, erection and construction of the above
described structure, the permit may then be revoked by notice from the County Building
Inspector and IMMEDIATELY BECOME NULL AND VOID.
•
ir air &ALSci LeV re IeS
Addressor Legal Descri ' n a38 U 4.S ti
OwnerMC IA Ii_skart Contreet n SI
Setbacks Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing
Driveway
Foundation ,-' _k. _,, "_,f.
Underground Plumbing '3; ]_.4,,
Insulation 5 - 1 C- oi. i6
Rough Plumbing 5._ z_00-1
Drywall S_/(o-0b/J%1
Chimney & Vent
Electric Final (by State Inspector) 7-4P-06 Bf
Gas Piping - Z-0
Final 7-//•06.1
4, D
Electric Rough (By State Inspector --
Septic Final kVA
Framing 5-6-O'fF lflllrr
(To include Roof in place and Windows
and Doors installed).
Notes:
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
For Inspections Call 384-5003 108 8th Street Glennood Springs, Colorado
APPROVEDDO NOT DESTROY THIS CARD
Date teats -do y UkpBA,_
IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC
CTL!THOMPSON
SOILS AND FOUNDATION INVESTIGATION
SINGLE-FAMILY RESIDENCE
LOT 25, CERISE RANCH
GARFIELD COUNTY, COLORADO
Prepared For:
DON SCHOON CONSTRUCTION
438 N. Golden Drive
Silt, CO 81652
Attention: Mr. Don Schoon
Project No. GS04575-120
August 10, 2005
234 Center Drive 1 Glenwood Springs, Colorado 81601
T ie ti o o7n_oas-2Rn9 Fax: 970-945-7411
TABLE OF CONTENTS
SCOPE 1
SUMMARY OF CONCLUSIONS 1
SITE CONDITIONS 2
PROPOSED CONSTRUCTION 2
SUBSURFACE CONDITIONS 2
SITE EARTHWORK 3
FOUNDATION 4
FLOOR SYSTEM AND SLABS -ON -GRADE 5
BELOW -GRADE CONSTRUCTION 6
SUBSURFACE DRAINAGE 7
SURFACE DRAINAGE 8
LIMITATIONS 8
FIGURE 1 -APPROXIMATE LOCATIONS OF EXPLORATORY BORINGS
FIGURE 2 - SUMMARY LOGS OF EXPLORATORY BORINGS
FIGURE 3 - GRADATION TEST RESULTS
FIGURES 4 AND 5 - EXTERIOR FOUNDATION WALL DRAIN
FIGURE 6 - GRADING PLAN
DON SCHOON CONSTRUCTION
LOT 25, CERISE RANCH
PROJECT NO. GS04575-120
SCOPE
This report presents the results of our soils and foundation investigation for
the single-family residence proposed on Lot 25, Cerise Ranch in Garfield County,
Colorado. We conducted the investigation to evaluate subsurface conditions at the
site and provide foundation recommendations for the proposed construction. Our
report was prepared from data developed during our field exploration, laboratory
testing, engineering analysis and our experience with similar conditions. This report
includes a description of the subsurface conditions found in our exploratory borings
and presents our opinions and recommendations for design criteria for recommended
foundations, floor systems, and geotechnical and construction criteria for details
influenced by the subsoils. The recommendations contained in this report were
developed based on the currently planned construction. If plans will differ
significantly from the descriptions contained herein, we should be informed so that
we can check that our recommendations and design criteria are appropriate. A
summary of our conclusions is presented below.
SUMMARY OF CONCLUSIONS
1. Subsurface conditions encountered in our exploratory borings
consisted of about 12 inches of sandy clay "topsoil" and 5 and 6 feet of
gravel, cobbles and boulders to the total explored depth of 7 feet. Drill
rig refusal was encountered on boulders in both borings. Free ground
water was measured at a depth of 1.5 feet in our exploratory borings.
2. We recommend constructing the residence on footing foundations
supported by densely compacted granular structural fill. Bottom of
footings should be constructed at least 1 foot above the ground water
elevation. Design and construction criteria for footings are presented in
the report
3. Floors can be structurally supported by the foundation or be on slabs -
on -grade on densely compacted granular structural fill. We judge
potential for differential movement will be low for slabs -on -grade
supported by granular structural fill.
DON SCHOON CONSTRUCTION
LOT 25, CERISE RANCH
PROJECT NO. G504575-120
1
4. Surface drainage should be designed to provide for rapid removal of
surface water away from the proposed residence. A foundation drain
should be installed around below -grade areas in the building.
SITE CONDITIONS
Cerise Ranch is a residential development located northeast of the intersection
of State Highway 82 and County Road 100 in Garfield County, Colorado. Lot 25 is at
the far southeast corner of the development and is northwest of Bluestem Court. The
building envelope is in the central part of the lot. Ground surface in the building
envelope slopes gently down to the south at grades of less than 5 percent.
Vegetation in the building envelope is grass and weeds.
PROPOSED CONSTRUCTION
We understand the proposed residence will be a two-story building with an
attached garage. At this writing, the main level floor and the garage floor are planned
as slabs -on -grade. Fill will be required adjacent to the building to attain frost
protection depth. Foundation Toads are expected to vary between 1,000 and 3,000
pounds per lineal foot of foundation wall with maximum interior column loads of 30
kips.
SUBSURFACE CONDITIONS
Subsurface conditions below the building envelope were investigated by
drilling two exploratory borings (TH-1 and TH-2) at the approximate locations shown
on Figure 1. Exploratory borings were drilled with 4 -inch diameter, solid -stem auger
and a track -mounted drill rig. Drilling operations were directed by our field
representative who logged the soils encountered in the borings and obtained
samples. Samples obtained in the field were returned to our laboratory where typical
DON SCHOON CONSTRUCTION
LOT 25, CERISE RANCH
PROJECT NO. 6S04575-120
2
samples were selected for testing. Graphic logs of the soils encountered in our
exploratory borings are shown on Figure 2.
Subsurface conditions encountered in our exploratory borings consisted of
about 12 inches of sandy clay "topsoil" and 5 and 6 feet of gravel, cobbles and
boulders to the total explored depth of 7 feet. Drill rig refusal was encountered on
boulders in both borings. Results of field penetration resistance tests and
observations during drilling indicated the gravel was dense to very dense. Free
ground water was measured at a depth of 1.5 feet below the existing ground surface
in our exploratory borings.
A sample of the silty gravel tested contained 75 percent gravel, 21 percent
sand and 4 percent silt and clay size particles (passing the No. 200 sieve). Gradation
test results are shown on Figure 3.
SITE EARTHWORK
We anticipate excavations in the soils at this site can be accomplished using
conventional, heavy-duty excavation equipment. Excavation sides will need to be
sloped or braced to meet local, state and federal safety regulations. The gravel soil
within excavation depths will classify as a Type C soil based on OSHA standards
governing excavations. Temporary slopes deeper than 5 feet should be no steeper
than 1.5 to 1 (horizontal to vertical) in Type C soils. Excavations below ground water
will require flatter slopes. Contractors should identify the soils encountered in the
excavations and refer to OSHA standards to determine appropriate slopes.
Free ground water was measured at a depth of 1.5 feet below the existing
ground surface in our exploratory borings. Ground water levels vary with seasonal
conditions and time of year. At this site, ground water generally will be closest to the
ground surface during spring and early summer months. We anticipated ground water
could rise to within 1 foot of the existing ground surface. We recommend sloping
DON SCHOON CONSTRUCTION
LOT 25, CERISE RANCH
PROJECT NO. GS04575-120
3
excavation floors to gravity discharges or temporary sumps where water can be
removed by pumping. Excavations deeper than 2 feet will require significant
dewatering.
Grading plans were not provided to us. We recommend footings and floor
slabs (if slab -on -grade is constructed) be placed on granular structural fill. We
believe grading below the building footprint should involve removal of+1-12 inches of
existing sandy clay "topsoil" to expose the natural gravels. The surface of the
gravels should then be proof rolled to check for soft areas. At the completion of proof
rolling a 2 to 3 feet thick layer of granular structural fill should be placed. A 3 feet
thickness of structural fill is preferable. This structural fill can be a CDOT Class 6
aggregate base course. The structural fill should be moisture treated to within 3
percent of optimum moisture content and compacted to at least 100 percent of
standard Proctor maximum dry density. This 2 or 3 feet thick mat of structural fill can
support footings and slab -on -grade. Figure 6 shows our recommended relationship
between structural fill and footing and floor slabs elevations. Fill will likely be
required to raise grades adjacent to the building. Areas which will receive fill should
be stripped of vegetation, organic soils and debris. The on-site soils free of organic
matter, debris and rocks larger than 4 inches in diameter can be used as fill outside
the building footprint. Fill should be placed in thin, loose lifts of 8 inches thick or
less, moisture conditioned to within 2 percent of optimum moisture content and
compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry
density. Density and moisture content of fill should be checked by a representative of
our firm during placement
FOUNDATION
We recommend constructing the residence on footing foundations supported
by the, densely compacted granular structural fill. The bottoms of the footings should
be constructed at an elevation equal to approximately one-half foot below the existing
ground surface (see Figure 6). The completed foundation excavation should be
DON SCHOON CONSTRUCTION
LOT 25, CERISE RANCH
PROJECT NO. GS04575-120
4
inspected by a representative of our firm prior to placing forms to confirm that the
exposed subsoils are suitable for support of the footings as designed. Recommended
design and construction criteria for footings are presented below.
1. The footing foundations should be supported on densely compacted
granular structural fill. Soils loosened during the excavation or forming
process for the footings should be removed or the soils can be re -
compacted prior to placing concrete.
2. Footings should be designed for a maximum allowable soil bearing
pressure of 4,000 psf.
3. Continuous wall footings should have a minimum width of at least 16
inches. Foundations for isolated columns should have minimum
dimensions of 24 inches by 24 inches. Larger sizes may be required,
depending upon foundation loads.
4. Grade beams and foundation walls should be well reinforced, top and
bottom, to span undisclosed loose or soft soil pockets. We
recommend reinforcement sufficient to span an unsupported distance
of at least 12 feet. Reinforcement should be designed by the structural
engineer.
5. The soils under exterior footings should be protected from freezing. We
recommend the bottom of footings be constructed ata depth of at least
36 inches below finished grades for frost protection.
FLOOR SYSTEM AND SLABS -ON -GRADE
A slab -on -grade floor is planned for the main level living area and the garage
floor. We recommend that slab -on -grade floors be constructed at an elevation at least
1 foot above the existing ground surface.. Based on our laboratory test data and our
experience, we judge slab -on -grade construction can be supported by granular
structural fill with a low risk of differential movement and associated damage.
We recommend the following precautions for slab -on -grade construction at
this site.
1. Slabs should be separated from wall footings and column pads with
slip joints which allow free vertical movement of the slabs.
DON SCHOON CONSTRUCTION
LOT 25, CERISE RANCH
PROJECT NO. GS04575.120
5
1
2. Underslab plumbing should be pressure tested for Teaks before the
slabs are poured. Plumbing and utilities which pass through slabs
should be isolated from the slabs with sleeves and provided with
flexible couplings to slab -supported appliances.
3. Exterior patio and porch slabs should be isolated from the residence.
These slabs should be well -reinforced to function as independent units.
4. Frequent control joints should be provided, in accordance with
American Concrete Institute (ACI) recommendations, to reduce
problems associated with shrinkage and curling.
BELOW -GRADE CONSTRUCTION
Foundation walls which extend below -grade should be designed for lateral
earth pressures where backfill is not present to about the same extent on both sides
of the wall. Many factors affect the values of the design lateral earth pressure. These
factors include, but are not limited to, the type, compaction, slope and drainage of the
backfill, and the rigidity of the wall against rotation and deflection. For a very rigid
wall where negligible or very little deflection will occur, an "at -rest" lateral earth
pressure should be used in design. For walls which can deflect or rotate 0.5 to 1
percent of wall height (depending upon the backfill types), lower "active" lateral earth
pressures are appropriate. Our experience indicates typical below -grade walls in
residences can deflect or rotate slightly under normal design loads, and that this
deflection results in satisfactory wall performance. Thus, the earth pressures on the
walls will likely be between the "active" and "at -rest" conditions.
If the on-site soils are used as backfill, we recommend design of below -grade
walls using an equivalent fluid density of at least 50 pcf for this site. This equivalent
density does not include allowances for sloping backfill, surcharges or hydrostatic
pressures. The recommended equivalent density assumes deflection; some minor
cracking of walls may occur.
DON SCHOON CONSTRUCTION
LOT 25, CERISE RANCH
PROJECT NO. GS04575-120
6
Backfill placed adjacent to foundation wall exteriors should be free of organic
matter, debris and rocks larger than 4 inches in diameter. Backfill should be moisture
conditioned to within 2 percent of optimum moisture content and compacted to at
least 95 percent of standard Proctor (ASTM D 698) maximum dry density.
SUBSURFACE DRAINAGE
Water from rain, snow melt and surface irrigation of lawns and landscaping
frequently flows through relatively permeable backfill placed adjacent to a building
and collects on the surface of relatively impermeable soils occurring at the bottom of
the excavation. Additionally the ground water surface is near the existing ground
surface. These sources of water can cause wet or moist conditions in below -grade
areas after construction. We recommend installation of an exterior foundation drain
around below -ground areas in the residence. The exterior foundation drain should
consist of 4 inch diameter, slotted, PVC pipe encased in free draining gravel. The
drain should lead to a positive gravity outlet, or to a sump pit where water can be
removed by pumping. A typical foundation drain detail is presented on Figure 4.
To mitigate the potential for wet or moist main floors we recommend that a
drain consisting of washed rock with an embedded PVC drain network be installed
below floor slabs or on the floor of the crawl space. The drain system below the lower
level floor can consist of 2 inch diameter, slotted PVC pipe installed on 6 foot centers
and embedded in at least 6 inches of washed gravel. The pipes should convey water
to perimeter drain collector pipes. Water collected should be discharged to positive
gravity outlet or to sump pits where water can be removed by pumping.
Ventilation is important to maintain acceptable humidity levels in crawl spaces.
The mechanical systems designer should consider the humidity and temperature of
air, and airflow volumes, during design of crawl space ventilation systems. It may be
appropriate to install a ventilation system that is controlled by a humidistat.
DON SCHOON CONSTRUCTION
LOT 25, CERISE RANCH
PROJECT N0. G504575-120
7
1
SURFACE DRAINAGE
Surface drainage is critical to the performance of building foundations and
floor slabs. We recommend the following precautions be observed during
construction and maintained at all times after the residence is completed:
1. The ground surface surrounding the exterior of the residence should
be sloped to drain away from the residence in all directions. We
recommend providing a slope of at least 6 inches in the first 5 feet
around the residence.
2. Backfill around the exterior of foundation walls should placed be in
maximum 8 inch thick loose lifts, moisture conditioned to within 2
percent of optimum moisture content and compacted to at least 95
percent of standard Proctor (ASTM D 698) maximum dry density.
3. The residence should be provided with roof gutters and downspouts.
Roof downspouts and drains should discharge well beyond the limits
of all backfill. Splash blocks and downspout extensions should be
provided at all discharge points.
4. Landscaping should be carefully designed to minimize irrigation.
Plants used near foundation walls should be limited to those with low
moisture requirements; irrigated grass should not be located within 5
feet of the foundation. Sprinklers should not discharge within 5 feet of
the foundation and should be directed away from the building.
Irrigation should be limited to the minimum amount sufficient to
maintain vegetation; the application of additional water will increase
the likelihood of slab and foundation movements.
5. Impervious plastic membranes should not be used to cover the ground
surface immediately surrounding the residence. These membranes
tend to trap moisture and prevent normal evaporation from occurring.
Geotextile fabrics can be used to control weed growth and allow some
evaporation to occur.
LIMITATIONS
Our exploratory borings were located to obtain a reasonably accurate picture
of subsurface conditions. Variations in the subsurface conditions not indicated by
DON SCHOON CONSTRUCTION
LOT 25, CERISE RANCH
PROJECT NO. GS04575-120
8
1
our borings will occur. We should observe the completed foundation excavation to
confirm subsurface conditions are suitable for support of the footings as designed.
Our report was based on conditions disclosed by our exploratory borings,
laboratory testing, engineering analysis and our experience. Criteria presented reflect
our understanding of the proposed construction. If construction will differ
significantly from the descriptions in the report, we should be informed so that we
can check that our recommendations and design criteria are appropriate.
This investigation was conducted in a manner consistent with that level of care
and skill ordinarily exercised by geotechnical engineers currently practicing under
similar conditions in the locality of this project. No other warranty, express or
implied, is made. If we can be of further service in discussing the contents of this
report or in the analysis of the influence of the subsurface conditions on the design of
the structure, please c
DON SCHOON CONSTRUCTION
LOT 25, CERISE RANCH
PROJECT NO. GS04575-120
9
GS04575 f1 08/09/05
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Depth In Feet
LEGEND:
NNE
MIS
0
5
10
15
TH-1
® Sandy clay "topsoil", organics,
dense, moist, brown.
Gravel, sandy to silty, cobbles
and boulders, wet, brown,
(GM, GP)
Indicates bulk sample.
Indicates auger refusal.
Indicates free ground water
level measured on the day of
drilling.
TH-2
NOTES:
0 —
5
10
15
0
e
9
3
•
•
IF
1. Exploratory borings was drilled
with a track—mounted drill rig on
July 19, 2005. The borings were
backfilled immediately after
drilling operations were
completed.
2. Locations of exploratory borings
are approximate.
3. Exploratory borings are subject to
the explanations, limitations and
conclusions as contained in this
report.
SUMMARY LOG OF EXPLORATORY BORINGS
Project No. GS04575-120
Fig. 2
HYDROMETER ANALYSIS
SIEVE ANALYSIS
25 HR IHR
45 MIN 15 MIN
100
90
60
70
V60
u 50
40
30
20
10
0
001 0 002 005 039 019 007 074 149 297 590 1 19 2 0 2.38 4 76 9.52 19 1
0.42
OMMETER OF PARTICLE IN MILLIMETERS
TIME READINGS
U S STANDARD SERIES
60 MIN 19 MIN 4 MIN. 1 MIN '200 '100 10 '40 •30 '16 '10 8
'4
38
CLEAR SQUARE OPEMNGS
314• 1K' 3' 5.6' 8'
E1111111/11 III lea
111111111111.11111 Earn
IIIIMMIIIIIIIIIS MISS al
M1111101111111 ail wan
IlaIRIM 1.00111111111.111
111•11111111E1 MOPS 111111
10
20
30
40
50
60
70
00
90
Inn
36 1 76 2 127 20u
152
CUY (PLASTIC) TO SILT (HON-RASTICI
SANDS GRAVEL
FINE I MEDIUM I COARSE t FINE [ COARSE I COBBLES
z
0.
Sample of GRAVEL, SILTY (GM)
From TI -I-2 AT 3 TO 5 FEET
GRAVEL 75 % SAND 21 %
SILT & CLAY 4 % LIQUID LIMIT -
PLASTICITY INDEX -
HYDROMETER ANALYSIS
SIEVE ANALYSIS
25HR 7 F
45 MIN 15 MIN
100
90
60
70
u
LES'
so
Rao
30
20
10
TIME READFGS
U S STANDARD SERIES
50 MIN 19 MIN 4 MIN 1 MIN '203 •100 •50 '40 10 '16 '10 8 '4
CLEAR SQUARE OPENINGS
3)6- 314' 1W 3 5'6' 8'
10
20
30
001 0002 005
009 .019 037 074 149 2970590 119 20236 4.76 9.52
IOMETER OF PARTICLE 04 MILLIMETERS
191
361
60
70
00
90
100
76.2 12720u
152
CLAY (PLASTIC) TO SILT (NONPLASTIC)
SANDS
GRAVEL
FINE 1 MEDIUM I COARSE
FINE COARSE I COBBLES
Sample of 0
From
PROJECT NOGS04575-120
GRAVEL
SILT 8 CLAY
PLASTICITY INDEX
% SAND
% LIQUID LIMIT
wo
Gradation
Test Results
FIG. 3
SLOPE
IPFR REPORT
NOTE:
DRAIN SHOULD BE AT LEAST 2 INCHES
BELOW BOTTOM OF FOOTING AT THE
HIGHEST POINT AND SLOPE DOWNWARD
TO A POSITIVE GRAVITY OUTLET OR TO
A SUMP WHERE WATER CAN BE
2-3' REMOVED BY PUMPING.
SLOPE
PER
OSHA
BACKFILL
(COMPOSRION PND
COMPACTION PER REP
-PROVIDE PVC SHEETING GLUED
TO FOUNDATION WALL TO REDUCE
PREFABRICATED
DRAINAGE MOISTURE PENETRATION
COMPOSITE BELOW GRADE WALL
(MIRADRAIN 6000
OR EQUIVALENT) REINFORCING STEEL
PER STRUCTURAL
7- DRAWINGS
COVER GRAVEL WITH
FILTER FABRIC
MINIMUM
8" MINIMUM
OR BEYOND 1:1
SLOPE FROM BOTTOM
OF FOOTING.
(WHICHEVER IS GREATER)
PROVIDE POSITIVE SLIP JOINT
BETWEEN SLAB AND WALL.
FLOOR SLAB
VC DRAIN NETWORK
IMBEDDED IN WASHED
CONCRETE AGGREGATE
FOOTING OR PAD
4 -INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD
BE LAID IN A TRENCH WITH A SLOPE RANGING BETWEEN 1/8
INCH AND 1/4 INCH DROP PER FOOT OF DRAIN.
ENCASE PIPE IN WASHED CONCRETE AGGREGATE (ASTM
C33, NO. 57 OR N0. 67). EXTEND GRAVEL TO AT LEAST
1/2 HEIGHT OF FOOTING.
1
6"
T
Exterior
Foundation
Wail Drain
Project No. G804575-120 Fig. 4
0
SLOPE
PER
OSHA
SLOPE
IPFR REPORT
NOTE:
DRAIN SHOULD BE AT LEAST 2 INCHES
BELOW BOTTOM OF FOOTING AT THE
HIGHEST POINT AND SLOPE DOWNWARD
TO A POSITIVE GRAVITY OUTLET OR TO
A SUMP WHERE WATER CAN BE
2-3' REMOVED BY PUMPING.
BACKFILL
(COMPOSIRION AND
COMPACTION PER REPORY)
PREFABRICATED
DRAINAGE
COMPOSITE
(MIRADRAIN 6000
OR EQUIVALENT)
COVER GRAVEL WITH
FILTER FABRIC
REINFORCING STEEL
ER STRUCTURAL
DRAWINGS
CRAWL SPACE
J
"MUD SLAB" OR
VAPOR BARRIER
8" MINIMUM
OR BEYOND 1.1
SLOPE FROM BOTTOM
OF FOOTING.
(WHICHEVER IS GREATER)
PROVIDE PVC SHEETING
GLUED TO FOUNDATION
WALL TO REDUCE
MOISTURE PENETRATION
PVC DRAIN NETWORK
IMBEDDED IN WASHED
CONCRETE AGGREGATE
4 -INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD
BE LAID IN A TRENCH WITH A SLOPE RANGING BETWEEN 1/8
INCH AND 1/4 INCH DROP PER FOOT OF DRAIN.
ENCASE PIPE IN WASHED CONCRETE AGGREGATE (ASTM
C33, NO. 57 OR NO. 67). EXTEND GRAVEL TO AT LEAST
1/2 HEIGHT OF FOOTING.
Exterior
Foundation
Wall Drain
Protect No. GS04575-120 Fle. 5
004505_F5 08/09/05
w
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3
1
9
cb
to
J
03
03
0