HomeMy WebLinkAboutApplication-PermitI
Garfield County
Building & Planning Department
108 8th Street, Suite #401 Glenwood Springs, Co. 81601
Office:970-945-8212 Fax: 970·384-3470
Inspection Line: 970-384-5003
Building Permit No. 10876
Parcel No: ----~· ~~·~---~~.2179-341-05-005
Locality: __ (:;hipperfielcl Estates, ~~o_t 0 __
Job Address: _____ 4_558 CR 331 ,~Si-'-lt __
Use of Building: --··~---___ garage (metal bldg)
Owner: ___ __:.c.Ht?.IT~meister, Jer:J.ry __
Contractor: Owner ---·
Fees: Plan Check: 441.19 Septic:
Bldg Permit: 678.75 Other Fees:
Total Fees: $ 1,119.91_~
Clerk: ~\D~ Date:
··---
3/26/2008 I
GARFIELD COUNTY BUILDING PERMIT APPLICATION
10881l1Strea, &J!te401, GlawoodSprings, Co 81601
Phone: 970-945-82121 Fa(: 970-384-3470/lnspe::\ion Line: 970-384-5003
www.gaiield-oountv.com
CERTIFICATION
I tJ:reb; CErtify thaI halen:a:t ttisA~icaioo n:i tha thainfam::tioo arleined Wweistn.earl oorre:i. I ~ thet the Bl..ildng D~ a::a:ptstreApPicetioo, aav with theplalS
axiSfX;'dfialionsEJldcther d:ia&Jbrritta::l tJf rreor oo my betlaf (subnittals), based~ 11¥ cetificaionooto~.
A6SJ'Iill} oorrpiEtE!"le$of the9Jbnittasm:l ~al of thisAwlicaion, a Building R;mit will beiss.Jerl grring p::rrris9oo to rre, a:: C>woa", toCJJrl!irU;:t trest:ru:ttrE(s} jJ"d fa::ilitiesc.JEtaled on
thes.trrittasrwie.vocl bJ the BLilding [)epatrEot.
In CUJ$idEJ<;tjon d ttei~of the BuildlrQ Panit, I Mf fec:i::ra, staeoc loc:a IBN regula:Jng theWCX'k a'dtteGafiEid Colnty Buildifl'!
CclOO, IOOSregul~imsm:l be~ or reJoke::l, upoo nctloefrantheCoonty, if thelcx::aion,
a;ntn.dionoru:;:eof
the BuildiNJ Famt does not pretB"ll: the
if SlY, i
the work. by the Building DEpaitrralt do rot oonstltutem ~of re::porlSibility or lir::t41ity by theCoonty of arors, onisS:oos
I for CO!llJiiarewlthfe:iE.r€1, staem 1oc:a lavsm::l County REQJa:Joosreltwith rren:l mJ B.Jthaizad ~ irdudingwittn.rt
ruld<r.
I HAVE READ AND UNDERSf AND THE NOTICE & CERTIFICATION ABOVE
STAFF USE ONLY
Special Conditions:
Adjusted Valuation: Plan Cbeck Fee:
Permitbl ~ '1 S" Manu home Fee: Mise Fees:
'S"f 1 Ll31 f-') '-14\ 1"1 f (
ISDSFee:f Total Fees: Fees Paid: Balance Due: BP No & Issue Date: ISDS No & Issued Date:
\ \ \"' '\'\ 11'{/. 19 ~18'1} !\081£ .......----
Setbacks: OCCGroup: ConstType: Zoning:
~(2-.L '
BLDG DEPT: PLNGDEPT: .u\l "'3 . ;)_L,. og' bi'--10---::?"" "J..i, -or'
p DATE OVUJ DATE
The following items are required by Garfield County for a final Inspection:
1) A final Eledricallm:pedion fromtheColora:lo StateEiedricallnspector.
2) Permanent a:ldressassigned by Gcrlield County Building Department lil1d posted at the
structure and where rea:li ly visible from c:n:ess roa:l.
3) A finished roof; a lockt:Pie building; completed exterior siding; exterior doors and windows
installed; a complete kitchen with cal:>inets, sink with hot & cold running water, non-amrbent
kitchen floor covering, counter tops and finished walls, rea:ly for stove and refrigerator; all
n~ plumbing.
4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running
water, non-amrbent floors, wallsfinished,lil1d privccy door.
5) Steps over three (3) risers, oUtside or inside must be must have handrails. Balconies and de::k:s
over 30Dhigh must be constructed to all IBC lil1d IRC requirements including guardrails.
6) Outside grading completed s:> that w!iter slopesaNay from the building;
7) Exceptions to the outside steps, de::k:s, gra:ling may be made upon the demonstration of
extenuating circumstances., i.e. wa:ther. Under such circumstances A Certificaleof
Ocoupancy may beissua:l conditionally.
8) A final inspection sign off by theGcrlield County Roa:l & Bridge Department for drive.vay
installation, where applicable; as well as any final sign off by the Fire District, and/or Stale
Agencies where C1Jpl ical:>l e.
A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL~ THE
ABOVE ITEMS HAVE BEEN COMPLETED.
A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED.
OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A 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 lil1d agree to f:bi de by the f:bove conditions for occupancy. use and the i$Uance of a
C.O. for the building identified in the Building Permit
DATE
VALUATION FEE DETERMINATION
Applicant
Address
Date
.:;Ho;o~ffm~e:;:is::;te~r-;---:--------,.,..~-Subdivision
4558 CR 331 Lot/Block -:3:.:;:/2::'6":/2~0C:OC:8=--.,.,-----'----Contractor
Finished (Livable Area):
Main
Upper
Lower
Other
Total
Basement:
Unfinished
Square Feet
Valuation
Conversion of Unfinished to Finished
Total Valuation
Garage:
Valuation
Crawl Space
Valuation
Decks/ Patios
Valuation
Covered
Open
Type of Construction:
Occupancy:
Residential steel garage
Valuation
Total Valnation
sf
sf
sf
sf X $74.68
0 sf
Commercial
sf X $41.00
sf X $33.68
sf X $18.00
sf X $9.00
sf X $24.00
sf X $12.00
1815 sf X $29.99
sf X
sf X
sf X
sf X
sf X
Chipperfield Estates
Parcel 5
owner
0.00
0.00
0.00
0.00
0.00
54,431.85
54,431.85
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 ot any approved building material. Engineered
foundations may be requir~d.
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.
1. Is a site plan included that identifies the location of the proposed structure or addition and distances to
the property lines from each comer of the proposed structure(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 ;md not within a previously
surveyed building env\)lope on a subdivision final plat shall be prepared by a licensed surveyor
and have the surveyor's signature and professional stanip on the drawing. Any structure to be
built within a building envelope of a lot shown on a recorded subdivision plat shall include a
copy of the building envelope as it is shown on the final plat with the proposed structure located
within the 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 Jot. Special setbacks do
apply.
Yes~
3. Does the site plan include when applicable the location of the l.S.D.S. (Individual Sewage Disposal
System) and the distances to the property Jines, wells (on subject property and adjacent
properties), streams or water courses?
Yes f-P'?
4. Does the site plan indicate the location and direction of the County or private road accessing the
property?
Yes !{~1;,
2
5. Are you aware that prior to submittal of a buildjng permit application you are required to show proof
of a legal and adequate access to the site? This may include (but is not limited to) proof of your
right to use a private easement/right of way; A County Road and Bridge permit; a Colorado Dept.
of Highway Permit, including a Notice to Proceed; a permit from the federal govermnent or any
combination. You can contact the Road & Bridge Department at 625-8601. See phone book for
other agenci~s
Yes 'f#'7
6. 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 'f..f,$ .
7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the
clearances required between woog and earth?
Yes No_N'-'
7
'f<(ll:.,_ __
8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and
soffits?
Yes No~~~~--~
9. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of
40 pounds per sq\lare foot up to & including 7,000 feet above sea level), floor loads and wind
loads?
Yes t{ol~
10. Does the plan include a building section drawing indicating fo\lfidation, wall, floor, and roof
construction?
Yes l(<?/ez
11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists,
roof rafters or joists or trusses?
Yes if-b'?
12. Does the building section drawing or other detail include the method of positive connection of all
columns and beams?
Yes l{+'z
13. Does the elevation plan indicate the height of the building or proposed addition from the
undisturbed grade to the midpoint between the ridge \lid eave of a gable or shed roof or the top
of a flat roof? (Building !)eight measurement usually not to exceed 25 feet)
Yes 'jth
14. 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 J.)t; --'---"-----
3
15. Does the plan irnclude a masonry fireplace including a fireplace section indicating design to comply
with the IRC?
Yes No__,Po=--'-.--
16. Does the plan include a window schedule or other verification that egress/rescue wipdows from
sleeping ~ms and/or basements comply with the requirements of the IRC?
Yes 'i
17. Does the plan include a window schedule or other verification that windows provide natural light and
ventilatio£ for all habitable rooms?
Yes IJ f:l.
I
18. 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_.;_AJ'-f.~~.;fl~--
19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on
the plan? /i
Yes IJ A
I
20. Do you understand that if you are building on a parcel ofland created by the exemption process or the
subdivision process, are building plans in compliance with all plat notes and/or covenants?
Yes "{M
21. Do you understand that if you belong to a Homeowners Association (HOA), 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 be accepted without
it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in
revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans
have been reviewed by the Building Department prior to any action by the HOA that requires either
revocation OJ substantial modification of the plans.
Yes -.l/7
ly resid~structure on the parcel? .
y es;_--1.1~~=:::-7-No If no-Explain: w~-e.
23. Have two (2) complete sets of construction drawings been submitted with the application?
Yes ?j;-ld
24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long?
Yes tf -t!i;
4
25. Have you designed dr had this plan designed while considering building and other construction code
requirements?
Yes '/05
26. Do your plans comply with all zoning rules and regulations in the County related to your properties
zone district?
Yes l('t6
27, Does the plan accurately indicate what you intend to construct and what will receive a final inspection
by the Garfield County Building Department?
Yes r~
28. Do you understand that approval for design and/or construction changes are required prior to the
application of these changes?
Yes y..vz
29. 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~~. act" or "Septic System" fees required, at the time you pick \lP your building permit?
Yes ~
30. Are you aware that you must call iu for an .inspecti()n by 3:30 the business day before the
requested inspection in order to r~eive it the following business day? Inspections will be
made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in
to 384-5003.
Yes t(<e¢ No _____ _
31. 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 {11/4
I
32. 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? 11 L
Yes t£..c//
33. 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 ~,j)z
5
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 ~../!, '7
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 pernj.it application? Your attention in this is appreciated.
Yes l('tb
36. Do you know that the local fire district may require you to submit plans for their review of fire ~afety
issues? '
Yes (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 iss~VfAof a building permit that you will be required to obtain a grading permit?
Yes -~'J--=._L __
38. Are you aware that if you will be cormecting to a public water and/or sewer system, that the tap fees
have to be paid and the connections inspected by the service provider prior to the issuance of a
Certificate of Occupancy?
Yes tf-?7
I hereby ackn!)wledge that I have read, understand and answered these questions to the best of
my ability.
~-Wr-cCJ .). -J--;H <J Si~e ~0~ Date
Phone:9'7o~t,/~ -15'~</ (days);
Project Name: ~IYL&f&HY
9] 0 -7J 7 &--;ta 'i)O (evenings)
Project Address:__,~--"'-'£-'. "'----'=(..,~fZ"--"-~~2'-'1'-----"7_1_/_,_f__,/'--(}()_· __.:_' --'<-&'-'-/(,:::...b-_2-__ ~
6
Notes:
If any required infonnation is missing 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.
BpminreqDec2007
7
PLAN REVIEW CHECKLIST
Applicant l fo.ft!M o • ,-4, Date 3 -).,(. -0 lr
Building
UEngineered Foundation
~Driveway Permit fE:Jtt ')~
~urveyed Site Plan
/Septic Permit and Setbacks
--LL.. Grade/Topography 30%
/Attach Residential Plan Review List
LMinimum Application Questionnaire
~ubdivision Plat Notes
.Fire Department Review
~Valuation Determination/Fees
__0ed Line Plans/Stamps/Sticker
~Attach Conditions
£Application Signed
~Plan Reviewer To Sign Application
Vr:cel/Schedule No.
;4!,L 40# Snow load Letter-Manf. Hms.
_J Soils Report
GENERAL NOTES:
Planning/Zoning
~roperty Line Setbacks
~ft Stream Setbacks
,/Flood Plain
-t,.LBuilding Height
V Zoning Sign-off
-~.,..L-Road hnpact Fees
_)ju_HONDRC Approval
--t,.L_Grade/Topography 40%
~Planning Issues
L/ Subdivision Plat Notes
No. _________ ~1~0~87~6L_ __ _ Assessor's Parcel No. 2179-341-05-005
Date 3/26/2008
BUILDING PERMIT CARD
Job Address ___ _.!i4i:il51il5.o.8..l.Cr..~:RL3.J.o3:1..J1t.-, .>::~Swilt.L....l(l.l.C<.IJhtqip.qpaea.rfUJie;;ul.u.d..JOEdlsll.lta:ut.£es;:o,,u.L..~.ou.t.J.IO:!LO __________________________ _
Owner Hoffmeister, Jerry Address 4550 CR 331. Silt Phone # 618-7554
Contractor ___ _,O...,w~n""e..,_r __________ Address --------'s"-'a""-m:..:.;e=----Phone # 876-2080
Setbacks: Front _____ Rear ______ RH _____ LH _____ Zoning ____ _
garage (metal bldg)
Soils Test ~ -=h
Footing. lfy;S.-dffJDEula VA.
FoundatJon __ :::2....;..t.-..J4~:-'-:.::L2--'-'-~~~FJc::..r ___ _ Grout ____________ __
Underground Plumbing ________ _
Rough Plu robing ----=-~~.,.-,--
Framing G-~~ ~
lnsulationO/CAJi/il 02..4/-tJfi
Roofing ____________ _
Drywall -------------
Gas Piping------------
INSPECTIONS
NOTES
Weatherproofing ___________ _
Mechanical _____________ _
Electrical Rough (State) -;:;;r--::;-.,----,--,.,_--r---Eiectri~IJ.inal (State) Jt.-3/~at( ~
Final/ " JO CO /Checkli~t. ctompleted ?:=::-'-..::.....;'---
Certificate Occupancy # -m"'i 0! Lfo
c (" <:;:; 1 "'? ·~=· Date l .,..:;,,;;, 1 1--D · , · Uo
Septic System# ___________ _
Date -------------Final ____________ _
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
Date Issued .• J.f.~~'2~ ..... Zoned Area ...•.••...•.•.•...•...•....•.•. Permit No .•... \.~:J?.::\4. .......... .
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 abpve said regulations
·are not fully complied with in the zoning, location, erection and construction of the above
described structure, the permit may then be revoked by notice from the County Building
Inspector and IMMEDIATELY BECOME NULL AND VOID.
Use Q_c)~l).tp::_ ( 'M~oL ~\~~
Address or Legal Description !.l_ l\'S ';S,D' ()' ;') '}, \ I =::)1 \..}
Owner '&JW'MI:I1ff',~~jl'-l Contractor \JwV\1{"'
Setbacks Front Side Side Rear
This Card Must Be Posted SoU is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing If ·!'5'-og ,Qh-1 UJJ-Pi< Driveway
Foundation &;"'""",f.~:" '1-v ~->~"f. s~ 1 J <-.) b.,...,~.,... o)t.... 7U--
Underground Plumbing ~ Insulation Df
Rough Plum bing ~"-' Drywall ---?i.A.---
Chimney & Vent ~ Electric Final (by State lnspector\;,t-v.~~/1.
Gas Piping -n.-,_.... Final J.Z. '3/-oe AJM
Electric Rough (By State Inspector) v Septic Final 7U--
Framing (fl-/f"-c/5 ~-Notes:
(To include Roof m place an Windows
and Doors insta11ed).
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 I 08 8th Street Glenwood Springs, Colorado
APPROVED DO NOT DESTROY THIS CARD
Date"':>·ot-(:K By f.l/J@jO!{;
IF PLACED OUTSIDE-COVER WITH CLEAR PLASTIC
SCOPE OF WORK
HOFFMEISTER
4550 CNTY RD 331
SILT, CO
• Erect a new Engineered Steel building 33' X 55' next to existing home
• Location-ParcelS of Sec NE \4 of Sec 34, T.6,S.,R92, of the 6"' PM
• Building Specs 40pd snow load I 00 mph wind
• Building will be insulated, it will have 5·3x3 windows, 1·14'w x 12'h Garage door and l-3'x6' steel
walk through door with no glass
• Building will have 1-110 outlet and 2 overhead lights
• Concrete, Electrical and Building Erection will all be completed by homeowner
• Digging or Grading approximately 20 yds of dirt for thickened edge or monolithic Slab at location
• Building will be used for storage and Garage
• This building will be using the existing access to property
Home phone 970-876-2080
Cell phone 970-618-7554
Garfield County Road & Bridge Department
P.O. Box 2254
Glenwood Springs, CO 81602
Phone: 970-945-6111
Fax: 970-945-0934
King Lloyd, Supervisor Today·s Date: 02-26-1997
Please remit for the following permit(s): Date of Issue 02-26-97
PERMIT(s) 1*: 012-97 0
Name: HOFFMEISTER, JERRY Bond Holder:
Address: 1000 GLEN OAK LANE
City: GLENWOOD SPRINGS ST: co ZIP:
Phone: 945-6866
Utility Cut Parmi ts-#" s: From: To:
or· i veway Permits-#"s: From: 012-97 To: 012-97
over Size Perrni ts-#" s: From: To:
over Weight Permits-#"s: From: To:
Fax/Administrc.
TOTAL DUE -> -> 1 5. 00
For Gar ··
Pleas
Paid
it J:i"s
No) __ On Check~~~
Check tl:~ ~ I
81602
Total Utility .oo
Total Driveway 15.00
Total Over Size .00
Total Over Weight .oo
.00
P.O. Box 396
Chowchilla, California 93610
Office {559) 665-9200
Fax (559) 665-0879
Toll-Free {800) 574-9484
MET ALBUILDINGFOUNDATIONS.com
Foundation Design Calculation Package
This Design Calculations Package has been prepared using the latest applicable codes and standards and the
latest developments in engineering practices. A design engineer prepared the calculations and a building
specialist checked the detailing and drafting.
Computer programs, verified by Salsa Steel Corp. have been used where applicable to determine structural
requirements. The output of these programs have been incorporated in this package together with explanation
text where necessary.
Please use this calculations package in conjuction with the drawings provided. This design calculation package
may be submitted along with the plans for the plan review/permit process.
For any questions regarding this package please do not hesitate to contact our office. Salsa keeps records for
reference on design calculations for each building/foundation designed as a part of the Salsa Total Quality
System.
Project Name: Jerry Hoffmeister
Project Address: 4550 CR 331
Silt, CO 86512
End Use Of Building: Garage
Building Dimensions:
Building Type: Gable
Responsible Party:
Builder Information:
Project Name: Jerry Hoffmeister
33' Width
55' Length
12 ' Height
Project Conlrql Number SHEET
11111111111111 ~11111111 illllllllllllllllllll * s s -0 3 1 7 3 *
DesignSpecifications
Codes and loads
Governing Code:
Seismic Design Category:
Design Stresses
Wind Pressure:
Closed/Open:
Exposure:
Soil Profile:
Snow Load: (Pg =)
Frost Depth:
Soil Pressure:
Concrete:
Reinforcement:
Concrete Masonry Units:
Misc. Steel:
Welds:
Fo'l.inoation J/,~~',
Slab Thickness:
Slab Reinforcement Type:
Slab Reinforcement Size:
Reinforcement Spacing:
Perimeter Footer Type:
Concrete Mix
Portland Cement:
Water:
Fine Aggregate:
Coarse Aggregate:
Maximum Slump:
IBC 2003
D
1 00 mph 3 second gust
Closed
c
Sd
40
36"
1 ,000 psi-Vertical
150 psi-Lateral
3,500 psi
A-615 Grade 40 #4 bars and smaller
Grade 60 #5 bars and larger
A-185 Welded Wire Reinforcement
F'm = 1,500 psi (Prism Test Record)
F'y = 36 ksi
E-70 Electrodes 21 kli
4 ..
Fiber
None
0 " on center each way
Load Bearing 12"x12"
5 Sack Mix
0.58 Water/Cement Ratio
Well Graded
3/4 ..
4 ..
1. All bearing footings shall extend a minimum of 12" into native soil
2. Allowable soil bearing capacity shall be computed with 20% increase for each additional foot of depth,
unless noted otherwise
3. 1/3 increase for short term loadings
4. All footings shall be centered below columns, unless noted otherwise.
Project Control Number
11111111111111111111111111111111111111111111111
Project Name: Jerr Hoffmeister * s s -0 3 1 7 3 *
SHEET
2
9
B
B
(1) #4 Hairpin x 20'
Typ. 014
See Hairpin Detail
A
A
Project Name: Jerry Hoffmeister
Buildinglayout
A
c 4" concrete Slab
A
w/1.5# Per Cu. Yd. Mesh Fiber
o/4" Crushed Base Or
o/2" Sand o/1 0 mil Vapor Barrier
Well Compacted)
Project Control Number
11111111111111111111~11111111111111111111111111 * s s -0 3 1 7 3 *
B
B
SHEET
SlabCalculator
~!i'~~R~~l!!llT'~~~ili:Jme !J\Ii5jl?il!;ti!,iB~int~~~~mliii~1f¥:"' ''7~
Slab Thickness= 4.00 "
we= 150 pcf
ft= 3,500 psi
f,= 1.6 • ,j3500 * (4/3)
Sm= 12"(4")A2/2
M 5 = 50LA2/2 * 1 2
= 125.89 psi
32 in 3
=
=
t= M L = ,j125.89417778436 =
300 in-lbs.
3.66 l.f.
Type: Fiber
Size:
Spacing:
Depth Of Reinforcement:
s
None
0" o.c.
2 " (Mid Depth of Slab)
Areinf per foot= 0.442/0
As= M
ad
= 0= 50L 2
3500
1.44(4/3)(2")
= t =0(1.44)(1.33)(2")
70
.". L = y'70(0)(1.44)(1.33)(2")
Diameter Area
0.7500 0.4416
= 0.000 in 2 /l.f.
= 0.00 l.f.
3.66 l.f. + 0 l.f. = 3.66 linear feet of slab will
lift off before it breaks
Project Control Number
1111111111111 i mlllllll!lllllllllllllllll
Project Name: Jerry Hoffmeister * s s -0 3 1 7 3 *
SHEET
eFootingOPTIMIZER™
A
Column Type Rigid Frame
Quantity 4
Frame Reactions
Pv= 15.10 K}
Pu= 4.50 K Max Loads From Cales
Ph= 4.60 K
Bracing Reactions
Pv= 0.00 K Does Not Govern
Pu= 0.00 K Does Not Govern
Check Footing Size 3.25 'long X 3.25 'wide X
Allowable Soil Bearing= q= [ 1 000 [ 1.2) " 3-1 ]] =
Soil Friction= 11= 1440 I (3.25 * 3) =
Wt of Footing = 150 (3.25) (3.25) (3) =
Wt of Slab= (44) (50) =
Soil Friction= [(2) * (3.25) + (2) * (3.25)] * (3-1 ) * 148 =
Check Bearing Capacity
Actual Soil Bearing= qact 15.10
(3.25) X (3.25) =
Check Reinforcement
Pminlong= 0.002 PminHor~= 0.002
Longitudinal As= 0.002 * (39) * (36)=
Horizontal As= 0.002 * (39) * (36)=
Design Criteria
Use Footing Yes
Use Slab Yes
Allowable Increase For Width No
Allowable Increase For Depth Yes
Use Friction Yes
Is Footing Square Yes
3.00 ft. deep
1,440 p.s.f.
148 p.s.f.
4,753 #
2,200 #
3,840 #
10,793 >
1,430 <
4,500 OK
1,440 OK
Req. As Total As
2.808 < 3.068 OK
2.808 < 3.068 OK
Use 3'-3" long x 3'-3" wide x 3'-0" ft. deep
Concrete Footing, With (5) #5 bars longitudinal
top and bottom along with (5) #5 horizontal bars
top and bottom.
. .. No Warnings!
Project Control Number
11111111111111 ~111111111111~1111111111111~1111
SHEET
5
Project Name: Jerry Hoffmeister * s s -0 3 1 7 3 * 9
4.60 K
Force Each Side Of Pin
F = __ 4.::..6:::.:0:...__
2(0.866)
Size Hairpin
As = _.,..:2::.:..6::.:6::,-_
20(4/3)
=
=
Footing
A
2.66 k
0.0996 in. 2
\ ". I
\ I
g' .. gu v
Use (1} #4 Rebar x 20' Long Hairpin
Project Control Number
lll~llllllllllllllllllllllilllllll
Project Name: Jerry Hoffmeister SS-03173
SHEET
6
9
Hair Pin Information
USE
Size
QTY
~"'*".,;~~-m-:#4~---~ -~P~
" ' ' 20 ' Long "
' " ' 1
#N/A
Reinforcerr Diameter Area
0.3750
0.5000
0.6250
0.7500
0.1104
0.1963
0.3066
0.4416
#3
#4
#5
#6
Column Type Endwall Column
Quantity 8
Frame Reactions
P,=
eFootingOPTIMIZER™
B
Design Criteria
Pu=
Ph=
7.10 K}
2.10 K
1.40 K
Max Loads From Cales
Use Footing Yes
Use Slab Yes
Allowable Increase For Width No
Allowable Increase For Depth Yes
Use Friction Yes
Is Footing Square Yes Bracing Reactions
P,=
Pu=
Check Footing Size
0.00 K
0.00 K
3.00 'long x
Does Not Govern
Does Not Govern
3.00 'wide
Allowable Soil Bearing=
Soil Friction=
q = [ 1000 [ 1.2) "3-1]]
!! = 1440 I (3 * 3)
Wt of Footing = 150 (3) (3) (3)
Wt of Slab= (38) (50)
Soil Friction= [(2) * (3) + (2) * (3)] * (3-1 ) * 160
Check Bearing Capacity
Actual Soil Bearing= qact = ---,-(3,.,~-·~-~,.,3,...) --
Check Reinforcement
P min Long= 0.002 P min Horlz= 0.002
Longitudinal As= 0.002 * (36) * (36)=
Horizontal A.= 0.002 * (36) * (36)=
X
=
=
=
=
=
=
3.00 ft. deep
1,440 p.s.f.
160 p.s.f.
4,050 #
1,900 #
3,840 #
9,790 >
789 <
Req.A.
2.592 <
2.592 <
2,100 OK
1,440 OK
Total As
3.068 OK
3.068 OK
Use 3'-0" long x 3'-0" wide x 3'-0" ft. deep
Concrete Footing, With (5) #5 bars longitudinal
top and bottom along with (5) #5 horizontal bars
top and bottom.
. .. No Warnings!
Project Control Number
111111111111111 illlllllll~llllli 1111111111
SHEET
7
Project Name: Jerry Hoffmeister * s s -0 3 1 7 3 * 9
AnchorBoltSizer
Check AllcfiOr BOh Eml;leddment
Anchor Bolt Design -Strength Design Method
For Anchors Closer Than 2x Their Embeddment Depth
Loads Vertical Horizontal
Loads are in Kips DL = 1.44 0.38
LL
WL =
Seismic
4.79
-4.98
2.95
Sot.T PlA. • P
EDGI2' O!ST. -R .. t + .750
TOTAL SLOPING AAEA '"' Ar.
FLAT SOT. ARrA .. At
1.58
-2.73
1.04
CONE SLANT l-ENGTH -1.+H(E)
j:o!IR f!O! I <iQI!ABf P.t,WRff•
COl*: AREA"''il(1 ..... 14)(E)(R+.71ID)
-l-442(£)'+6.6$3{0)(E)
SlANT AREA STirN 1/<t CONES-<4(,1.-1-1-+}(E)(S}
Anchor Bolt Group Capacities
Anchor Bolt Diameter =
Anchor Bolt Area
Anchor Bolt Gauge =
Anchor Bolt Spacing
Edge Distance Sidewall =
Edge Distance Endwall
Length of Embedment
Washer Diameter or Hook Length
Number of Bolts
Special Inspection Required
Embedded in Tens ion Zone
Concrete Weight Factor
Strength Reduction Factor
Uve Load Factor
Concrete Strength
BoltTensile Strength (Uit)
Edge Distance
Shear Cone Area
Flat Bottom Area
Cone Slant Length
Cone Area
,._.~,-+42{~e.sS3(o.XE}+5.6~E)(S)
Atoo(S+1.50)a
D
Ab
G
s
c,
c,
E
Wd
t,
As or Ap
At
1.414(E)
Slant Area Btwn 1/4 Cones Four Bolt Pattern
1·~~-~9 ' 1
Edge of Slab •·•. I ',.! -.-
I i
12
12
0.65
0.5
A307
E + .750
sf ·.-.. ~. ~-~1-. -~ i Bp -i ········· .. .
C , 1· --t-~ __ _,. ,:_· . 0
l I . I , ' I __ :t .. _____ ...... --"t··-""1-"".~--'" .. --.. --..
~If C, > E then Use E ~···c; -.\.GJ, \
i Edge of Slab
L_ If C, > E then UseE
llnchor:..B.Qii.ld:!)'QY.l:
Project Name: Jerry Hoffmeister
0.75 in.
0.44 sq. in.
4 in.
4 in.
12 in.
12 in.
12 in.
3 in.
4
No
Yes
1 Normal Weight
No Anchors Hooked Around Reba
No Public Assm/Garage/LL> 1 OOp
2,500 psi
60,000 psi
12.56 in.
870.25 sq. in.
26 sq. in.
17 in.
700 sq. in.
271 sq. in.
Project Control Number SHEET
1111111111111!11111111111111111111111111111111 * s s -0 3 1 7 3 *
Factored Loads
Loads are in Kips
p
v
.9DL
1.30
0.34
1.2DL
1.73
0.46
Factored Load Combinations-Required Strength (1923.2 )
Use Load Factor Multiplier = 3
1909.2.1 U = (3)'(1.40+1.7L)
1909.2.2 U = (3)'(.75(1.40+1.7L+1.7W)
1909.2.3 L! = (3)'(.90+1.3W)
1612.4 (12·17) U (3).(1.20 + f1L + 1.0Em)
1612.4 (12·18) U = (3)•(.90 + 1.0Em)
No Special Inspection Required
1.4DL
2.02
0.53
Bolts Embedded In Tension Zone Of Member
Bolt Design Strength (1923.3.2)
Minimum Design Strength (Tension)
Pss = .9 Ab fu 1 Nb
<1>Pc = <1>1>4Ap~f',
Tension
1.7LL
8.14
2.69
Pu = 30.477
Pu = 3.81
Pu = ·15.53
95,378 #
<1>Pc = 113,133 # > 15,534 OK
Pu = 3,884 # Factored Tensile Load per bolt
Pss = 28,283 # per bolt
Pc = 174,050
Minimum Design Strength (Shear)
Vss = .75 Ab fut Nb
<1>Vc = <1> 800 Ab I> ~f',
<1>Vc = 11,481
Vu = 5,276 # Factored Shear Load per anchor
Vss = 19,870 #per bolt
Vc = 17.663
Interaction
11<1> VuNc 0.46 $
11<1> Pu/Pc 0.034 $
11<1> [(Pu/Pc)~3+(VuNc)"''J 0.208 $
(Pu/Pc)2 +(VuNc)2 0.090 s
79,481 #
OK
OK
OK
OK
1.7WL
·8.47
·4.64
Shear
1.3WL
·6.47
·3.55
Vu = 9.65
Vu = ·3.20
Vu = ·9.62
Vu = 21.11
Vu = 12.62
Use (4) 3/4" Diameter Anchorbolts With A
Minimum Of 12" Embeddment.
No Special Inspection Required
Project Control Number SHEET
1111111111!111~11111111111111111111111111111
Project Name: Jerry Hoffmeister * s s -0 3 1 7 3 *
r-1/2"
SHEETING DESCRIPTION
ROOF SHEETING: 26 GA. HI-RIB COLOR: GA = Golvolume
WAU. SHEETING: 26 GA. HI-RIB COLOR: SB = Stone Beige
l"RIM COLOR: 'M-1 = 'Mlite
4
X-BRACING
ANCHOR BOLT SETTING PLAN
NOTE: All Base Plates At Elevation 100'-o· (Unless f"'""'!'---------.-x--------------------1 !:::,.
THIS MANUFACTURER IS AN APPROVED FABRICATOR
WITH THE FOLLOWING CERTl CATIONS.
AISC CERTIFICATION, CATEGORY MB
lAS i FA-192
Cli.Mll!IAMOioBli!NG BUREAU DIVISION 1
CLARK COUNTY, NV//#§'ZJ.I$SAN BERNARDINO COUNTY, CA/ I 236
Sl\'RI' BI!R!iKRlm(J).I,CQllm'QFct.E¥TJ.,.E236
CITY Of LOS ANGELES T'tPE I FABRICATOR / LWS / HSS / #1015
WedgCor, Inc.
BUYER:
CUST.'
SHE :
DESCRi ::S:S.OO' X 55.0 X 12.0
SCA!..E: NONE
P.O. 'W3Q598
3.0;12
ORA'M4 BY: __ _
...1L...1.f2§..
CHECK BY: __ _
---'!L11E!
DES. ENG.: __ ·_
SHEET NO. OF
Cable Bracing Anchorage.xls
Cable Bracing Anchorage Check
Job Number:
Engineer:
Date:
Cable Select
tw
fy
fu
fyeff
Fexx
weld
Sw
D
Lw
B
b
Theta
Theta
d
L
h
Size
Diameter (in)
5/16
3/8
1/2
in
50 ksi
65 ksi
60 ksi
70 ksi
0.1 in
0.0707 in
in
4.9.38 in
2.2500 in
1:3440 ., in
\'11 j,)iij\;;;!f~~f:(!J!{;~;;:;c[l degress
· · 0.78540 . radians
3.00 in
· 2.2500 in
0.9375 in
Cable-Pu 1
Ultimate Allowable
(kips) (kips)
11.20 5.60
15.40 7.70
26.90 13.45
5/16" = 1; 3/8" = 2; 1/2" = 3
thickness web plate of framing section
yield stress of framing section
ultimate stress of framing section
effective yield strength
classification strength of the weld metal
size of fillet weld web -> flange
effective throat thickness of the weld
depth of framing section
B + 2 * [d -(b/2)] *tan (30)
length of flat base of hillside washer
width of flat base of hillside washer
vertical angle of angle bracing with web
conversion
anchorage distance to the nearest flange
length of hole in framing section
width of hole in framing section
Punching Shear Fracture of the Web Plate
Pu4 = kips
Tensile Fracture of Web Plate
Pus=· ·4!25), i · , kips
Prepared by Richard K. Joyce 7/9/05 AISC6.9.7
February 07, 2008
Jerry Hoffmeister
4550 County Rd. 331
Silt, CO 81652
RE: 33' X 55' X 12'
SHOP
WEDGCOR, INC.
®P.O. Box 110-Jamestown, ND 58402-0110-(701) 252-7380
PO # W30598 Trujillo-Gus
Dear Customer,
This is to certify that the above referenced structure is being designed in accordance with the International Building Code 2003 for the
following loads in addition to the dead load of the structure.
a) ~ Roof Live Load""' 20 psf
Tlibutary Reduction 0 Yes
~ Roof Snow Load = 40 psf
0 No
(Ground Snow Load= 57.14 psfwith Ce = 1)
Snow Imp.= 1
b) Wind Speed= 100 mph, Exposure C
Wind Imp.= 1
c) Seismic Data Ss =0.457 Sl = 0.092 Site Class D
Seismic Imp = 1
d) Collateral Load = l psf (Sprinkler, Insulation, Drop Ceiling)
Others (Specify):
e) Crane: Capacity= tons
0TR OUIH
CMAA-Class C unless noted
t) Mezzanine Size=
LL= psf DL= psf
g) Building Enclosure Type:
§ Enclosed
Partially Enclosed
Open
0 MONORAIL
This certification is in accordance to the design loads you requested and specified in the purchase order agreement. The building is
designed in accordance with AISC, ASD Ninth-Edition, AISI 2001 Edition, and MBMA Standard. WedgCor, Inc. makes no
representations as to the adequacy of the design loads on the building components you have ordered. It is your responsibility to
contact your city or county building officials to determine if the specified design loads you requested are adequate for your
geographical area. If you are unfamiliar with the design loads required to obtain the necessary building permits, please contact your
building official immediately and verify that the loadings you ordered are conect and in accordance with your building official's
requirements for obtaining the necessary permits.
WedgCor, Inc. limited warranty and engineering data are set forth in your PURCHASE ORDER, LIMITED WARRANTY and
MANUFACTURER'S AGREEMENT. This certification covers parts manufactured by WedgCor, Inc. only and excludes such parts
as doors, windows, masomy, foundation design and erection of the building. The building components not manufactured by
WedgCor, Inc. are listed below:
Material: N/ A
Manufacturer's Name: N/A
Fabricating Location: N/A
The undersigned is not the engineer of record for the overall proje
Sincerely,
Jon Ekstrom, P.E.
Registered Professional Engineer
Enclosures: Limited Wananty
Definitions and Common Practices
Osha Safety Manual
Calculations
ENCANA1A 00001 UNCCa 03/20/08 08:17AM A0055160-00A NORM NEW STRT LREQ
Ticket Nbr: A0055160-00A
Original Call Date: 03/20/08 Time: 08:16AM Op: RMM
Locate By Date : 03/24/08 Time: 11 :59 PM Meet: N Extended job: N
State: CO County: GARFIELD City: SILT
Addr: 4550 Street: COUNTY ROAD 331
Grids: 06S092W34** Legal: Y
Lat!Long: 39.489075/-107.654009 39.489075/-107.651781
: 39.483124/-107.654009 39.483124/-107.651781
Type of Work: FOUNDATIONS Exp.: N Boring: N
Location: LOC S/SD OF LOT *AREA IS PREMARKED WITH WHITE PAINT *ACCESS OPEN*
Company: GERRY HOFFMEISTER H/0 Type: RESI
Caller : GERRY HOFFMEISTER Phone: (970)876-2080
Fax: Email: HOFFY@SOPRIS.NET
Done for: SELF
Remarks:
Members :BBRRT1 :ENCANA1A :HCEL01 :QLNCW05
'"" I MAP! .!liN I: •• IUF uiDIG
lu• ... .1.
I"' -r •• I •• --· ,., ·-· ' . ---
ro ~ All A ~ ty ~ lOt 3, ~
I 1111"
.. -I"
::Lo,c"'ae»to"'rs._N,_,_a,m...,.e,.,:..:::G::.:.R~E:.::G::..T.:.:A..:.Y!.!L:.::O::.:.R.:.._ ________________ Date: 3/20/2008
Indicates North
D
I I
Signature of person on job site: -----------------------------
COLORADO STATE ELECTRICAL BOARD
ELECTRICAL PERMIT NUMBER: 641409
IJ Date Paid: 19-MAR-08 Expires On: 19-MAR-09 Jl
JERRY HOFFMEISTER
4550 CR 331
SILT, CO 81652
Daytime Phone: 970-876-2080 FAX:
Power Supplier: HOLY CROSS -GLENWOOD SPRINGS
Owner Name: JERRY HOFFMEISTER
Address: 4550 CR 331
City: SILT, CO. 81652
RESIDENTIAL OTHER
Registration Number:
Trim Permit: N
Driving Directions: at Silt tum south over the River, take first right turn (West) on Silt to
Rifle Road, Take first left (South) onto Dryhollow rd, Drive aproximately 4 miles to 4550, Lbg
house on east side of road
Brief Description: New Storage/Garage building, I wm be installing a 100amp service to
this new building from exsisting service and 2 lights and 1 CGI outlet in this new building.
Inspector: Cyrus Tuchscher
Cost of work: $1,000.00
For Inspection, Call: 970~25-5085
Fee Amount: $40.00
Paid
COLORADO STATE ELECTRICAL BOARD
DEPARTMENT OF REGULATORY AGENCIES
1560 Broadway. Suite 1500
Denver, Colorado 80202
Phone: (303) 894-2985
Parcel Detail Page 1 of4
Garfield County Assessor/Treasurer
Parcel Detail Information
Assess_or/Treasurer. Property Se.arch I Assessor Subset QJ!en' I Assess_or.Sales Search
Clerk_&; RecorderR~tion Search
Parcel Det!!il I Value Detail I Sales Detail I Residential/Commercial Im_p_rpvement Det<til
Land Detail I Photographs
I Tax Area II Account Number II Parcel Number II 2007 Mill Levy /
I 023 II R023775 II 217934105005 II 45.551 I
Owner Name and Mailing Address
/HOFFMEISTER, KRIS & JERRY
/4550 COUNTY ROAD 331
/SILT, CO 81652
Assessor's Parcel Description ·
(Not to be used as a legal description)
/SECT,TWN,RNG:34-6-92
/SUB:CHIPPERFIELD ESTATES LOT:O
/DESC: PARCEL 5 PRE:R023725 BK:0598 .
/PG:0098 BK:0571 PG:0160 BK:1900
/PG:368 RECPT:23775 BK:1325 PG:848
/RECPT:596699 BK:l325 PG:847
/RECPT:596698 BK:0929 PG:0030
/BK:0871 PG:0201 BK:0871 PG:0200
/BK:0798 PG:0717 BK:0665 PG:0326
/BK:0663 PG:0232 BK:0652 PG:0721
Location
Physical Address: 1/4558 331 COUNTY RD SILT
Subdivision: IICHIPPERFIELD ESTATES
II
http:/ /www.garcoact.com/assessor/Parcel.asp? AccountNurnber=R023 77 5
1. I
I
I
I
I
I
I
I
3/7/2008
Parcel Detail Page 2 of4
I Land Acres: 1115.08 I
I Land Sg Ft: 110
I Section II Towns hi~ II Range I
I 34 II 6 II 92 I
2007 Property Tax Valuation Information
II Actual Value II Assessed Value I
I Land: II 14s,oooll 11,5401
I Im~rovements: II 186,84011 14,8701
I Total: II 331,84011 26,4101
Sale Date: 11119/1995
Sale Price: 1132,000
Basic Building Characteristics
Number of Residential 1 Buildings:
Number of Commllnd
lo I Buildings:
I Residential Building Occurrence 1 Characteristics I
I TOTAL HEATED AREA: IJ2,173 I
II SINGLE F AM.RES-ABSTRACT CODE: }MPROVEMTS I
ARCHITECTURAL STYLE: IIMANUF ACTURED I
EXTERIOR wALL: IILOG I
ROOF COVER: llcoMP SHNGL I
I ROOF STRUCTURE: IIGABLE I
I INTERIOR wALL: IIDRYWALL I
I FLOOR: llsHT VINYL I
I FLOOR: IICARPET I
I HEATING FUEL: IlGAS I
I HEATING TYPE: IIFORCED AIR I
I STORIES: llsTORIES 1.0 I
I BATHS: I 2
I ROOMS: Is
http://www.garcoact.com/assessor!Parcel.asp? AccountNumber=R023 775 3/7/2008
Parcel Detail
I UNITS: II
I BEDROOMS: 13
I YEAR BUILT: 111997 I
Tax Information
Tax Year II Transaction Type II Amount I
2007 II Tax Payment: First Half II ($601.50}1
2007 II Tax Amount II $1,203.ool
2006 II Tax Payment: Second Half II ($505.54}1
2006 II Tax Payment: First Half II ($505.54}1
2006 II Tax Amount $1,011.081
2005 II Tax Payment: Second Half ($505.90}1
2005 II Tax Payment: First Half ($505.9021
2005 II Tax Amount $1,011.801
2004 II Tax Payment: Second Half ($537.72
2004 II Tax Payment: First Half ($537.72
2004 II Tax Amount $1,075.441
2003 II Tax Payment: Second Half I ($598.5621
2003 II Tax Payment: First Half ($598.5621
2003 II Tax Amount $1,197.121
2002 II Tax Payment: Second Half ($608.72
2002 II Tax Payment: First Half ($608.72
2002 II Tax Amount II $1,217.441
2001 II Tax Payment: Second Half II ($605.5421
2001 II Tax Payment: First Half II ($605.5421
2001 II Tax Amount II $1,211.081
2000 II Tax Payment: Second Half II ($615.1121
I 2000 II Tax Payment: First Half II ($615.11}1
I 2000 II Tax Amount II $1,230.221
I 1999 II Tax Payment: Second Half II ($612.19)1
I . 1999 II Tax Payment: First Half II ($612.1921
I 1999 II Tax Amount II $1,224.381
To];LpfPag~
Assessor Database Search Ontions I Treasurer Data]:Jase.Searph OQtions
Clerk & Record\<rl2.atabase Search 0Qti9Jls
http:/ /www.garcoact.com/assessor!Parcel.asp? AccountNurnber=R023 775
Page 3 of4
3/7/2008