records.garfield-county.com€¦ · i garfield county building & planning department 108 8th...

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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.

Parcel No:

Locality:

Job Address:

Use of Building: ~~~~~-

Owner:

Contractor:

JW Weaver Exemption, Parcel1 oS~t:

~~-__5W'CR 352, Rifl.~·--······ __

modular offices -~··-----'-····---~-----·····-~

Johnson & Sons -----~~···---·····-----~-------· ~~~---------

Fees: Plan Check: 346.22 Septic: --""-"""--··--~-~~

Bldg Permit: 532.65 Other Fees: 400.00

Total Fees: J __ · J,278.BL

--~10~---·----Clerk: Date: hrs-ol - . -~~-.-~~-·····--·~~~ I

GARFIELD COUNTY BUILDING PERMIT APPLICATION !08 8'" Street, Suite 40 !, Glenwood Springs, Co 81601

Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-500} A 1 www.ggfield-countv.~ /? 1 /YIIc//At£' L

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2. J?bAddress: (if an addr;~ ~as not been pssigned, please pr~e Cr, Hwy or Street Name ~C~)~ and legal description

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4 0?'..2;!.~:. (property owner) r , Mailin~ddress: .. /.· Ph: Alt Ph; ..S IXI'I.TE{}!C. o,l;:. rn!AN~I!ll ;-ve- ':1.7/o ihoJvf/15 AV£ chf-y;<N',./,5 Wv

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Contractor: ..JoAN..so,J -r So..us

Architect I Engineer:

Sq. Ft. of Building: "i3.2.0

Use of Building: () n--, c. c:s

Describe Wo\J<:: d Mo u.!..A£

Class of Work: aNew

Garage: o Attached

erreway ~~t:

Mailing Address:

Sq. Ft. or Acres of Lot: 13, 3 ;4c£.e..s

o Alteration

Ph: 9/o <:; .u·- o3 7" -;1 Ph:

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Alt Ph: 7?0·31'?·-S'/,J'f Alt Ph:

No. or;loors:

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(d{r,j,\10 ~'o ISDS · o Community Owners valuation of Work:

NOTICE Authority. This application for a Building Permit must be signed by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate

letter of authority, signed by the Owner, must be provided with this Application. Legal Access. A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. Other Permits. Multiple separate permits may be required: (l) State Electrical Permit, (2) County ISDS Permit, (3) another pennit required for use on the property identified above, e.g. State or

County Highway/ Road Access or a State Wastewater Discharge Pennit. Void PermiL A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180

days after commencement. CERTIFICATION

I hereby certify that I have read this Application and that the information contained above is true and correct. I understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf (submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Pennit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Department. ln consideration of the issuance of the Building Permit, I agree that 1 and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code, ISDS regulations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Pennit may be suspended or revoked, upon notice from the County, if the location, construction or use of the structure(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law. I hereby grant permission to the Building Department to enter the property, described above, to inspect the work I further acknowledge that the issuance of the Building Permit does not prevent the Building Official from: (1) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of the work by the Bullding Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local Jaws and County Regulations rest with me and my authorized agents, including without limitation my architect designer, engineer and/ or builder. DN ~E 1 ~CK.NOWLEDGE THAT l HAVE :AD AND UNDERSTAND THE NOTICE & C;z.z ~' OW~ SIGNATURE DATE r

STAFF USE ONLY

Special Conditions:

-42qoi.\J~ + d!4co Adiusted Valnatinn~ Plan Check Fee: Permit Fee: Manu~Fee: Mise Fees:

?Je8f.O.ro '!71f422. t:~2.w5 ·" LJ!E'.m

ISDSFee: Total Fees: Fees Paid:<,f-.~1'1.'/'f ~·'"'"'" Due: R,iiBSTD ••• ,

ISDS No & Issued Date:

~\~ 112.16.07 3-\lQ.22 ~57. 'htEWit\ 4 q 1-lf Setbacks: OCCGroup: ConstType: Zoning: '-'

v~e, LIGa.b) I (NBW) BLDG~T: . ~

VC4/o<i P~EPT:

APP~VALM~ ~~"ATE _ -~ ~~~:, !IIA/<Ji APPROVAL ' DATE

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 and posted at the structure and where readily visible from access road.

3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, 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, hot and cold running water, non-absorbent floors, walls finished, and privacy door.

5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all me and IRC requirements including guardrails.

6) Outside grading completed so that water slopes away from the building;

7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally.

8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State

Agencies where applicable.

A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL 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 and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit.

DATE Bapplicationdecember2007

GARFIELD COUNTY BUILDING AND PLANNING

970-945-8212

MINIMUM APPLICATION REQUIREMENTS For

MANUFACTURED HOMES

In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department.

Plea~e review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project

To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit.

All plans submitted must be incompliance with the 2003 IRC for Residences and 2003 IBC for Commercial Offices and Storage.

1

l. 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 prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or more must be shown on site plan. (NOTE Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the ~osed structure located within the envelope. Yes. ____ _

2. Does the site plan when applicable include the location of the l.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes ...-----

3. Does the site plan include any other buildings, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks do apply. Yes ~

4. Does the site plan indicate the location and direction ofthe 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 uniform building code or per stamped engineered design? A Floor Plan of the Modular ~showing exterior doors is required. Yes ____ _

6. 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 permjt? The building permit application will not be accepted without it. Yes ~ No ______ _

7. Will this be the only residential structure on the parcel? ~~~.· " A '. .C , ·Yes No Ifno-Explain: __ ~--bl--"-----;1-- /~

8. Have two (2) ~lete sets of construction drawings been submitted with the application? Yes. ____ _

2

9. For the placement of a manufactured home, have the following been specified? The size of the unit (min. 20ft. x 20ft.); live roof load (min. 40# could be more depending on elevation of property); wind design (min. wind speed of 90 mph); foundation design; method of anchoring? Yes ~

10. Have you designed or had this plan designed while considering building and other construction code requirem~ Yes ____ _

11. Do your plan~ly with all zoning rules and regulations in the County related to your zone district? Yes ____ _

12. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield ~uilding Department? Yes ____ _

13. Do you understand that approval for design and/or construction changes are required prior to the application ofthese~? Yes ____ _

14. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fe~required, at the time you pick up your building permit? Yes ~ -----

15. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30 a.m. and ~-m. Monday through Friday. Inspections are to be called in to 384-5003. Yes ____ _

16. 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 ~

17. Are you aware that you are required to call for all inspections required under the IRC including approval on a final insp~prior to receiving a Certificate of Occupancy and occupancy of the building? Yes ------

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18. Are you aware that prior to as submittal for a building 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/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 government or any combination. You can contact the Garfield County Road & Bridge Department at 625-8601 See phone directory for other agencies. Yes ~

19. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes ~

20. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to the submittal of a building permit applicat~.fattention in this is appreciated. Yes _____ _

21. Are you aware that you will need to have your installer obtain an installation inspection as per the State Division of Housing requirements prior to the County building department doing their final inspection? The State ~arge a fee for this inspection. Yes. ___ _

22. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and tj)at the party responsible for the project must comply with the Uniform Building Code? Yes--'~'-----· ·

23. Are you aware, that if you receive your water and/or sewer from an Association, a District or Municipality, you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at the time of the building permit application submittal? Yes ~

24. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance ~ilding permit that you will be required to obtain a grading permit? Yes ___ _

4

I hereby acknowledge that I have read, understand and answered these questions to the best of my ability.

/a:~ Signature of Owner Date

Phone: 7DA,I.j s/-fl?"/9/ (days); ___________ (evenings)

Project Name: ::2Ad::fl£ C.. ?('iJ47

/...Je.-. ProjectAddress: SSb (' e "392- x&Q::_ 0.

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Notes:

If any required information 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.

bpminreqmhDec2007

5

GARFIELD COUNTY BUILDING and PLANNING

MANUFACTURED HOMES

Installation requirements within Garfield County

1.) A fuel gas pipeline pressure test is required by the installer and the test is required to be witnessed and approved by the Garfield County Building Inspector. Test must be a minimum pressure of 10 psi and show no appreciable drop within 15 minutes. A gauge capable of indicating pressures no higher than 60 psi shall be used in the test.

2.) All stairs serving the unit are to comply with the IRC and IBC for rise, run, handrails and guardrails.

3.) All decks and porches which are more than 30 inches above grade are required to have guardrail complying with Section R312 with a minimum height of 36 inches. Guardrail shall have intermediate rails or an ornamental pattern such that a sphere 4 inches in diameter cannot pass through. Section R312.2.

4.) If manufactured home is placed on a basement foundation, the foundation and the basement shall comply with requirements of the IRC including but not limited to:

(a) Installation of smoke detectors in the basement and in the manufactured home. Section R313.

(b) Installation of escape or rescue windows. Section R31 0. (c) Providing oflight, ventilation and sanitation. Section R303. (d) Providing of minimum room dimensions. Section R304. (e) Protection of insulating materials for flame spread requirements. Section

R314. (f) Forming and placing of concrete for foundation and floor slab. Chapter 4

IRC. (g) The inspection of all framing as ~equired under the IRC. (h) The inspection of all plumbing as required under the IRC and IPC.

5.) L.P.G. (Liquefied Petroleum Gas). Appliances burning L.P.G. shall not be installed in a pit, basement or similar location where heavier- than air gases may collect UNLESS such location is provided with AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. The policy in Garfield County is as follows:

(a) An untrapped drain with a minimum diameter of 4 inches located in the lowest area where heavier- than- air vapors may collect is to run with a CONTINO US slope to an exterior area which is not within a depression or recessed below adjacent terrain.

(b) The area of termination is to be determined by the Building Inspector as likely to remain free of standing water, ice and other debris that may prevent the flow and dissipation of unburned gas.

(c) The upper inlet and termination of the drains to be provided with protection from the entry of debris animals which may cause blockage of the drain. This protection is to be approved by the Building Inspector.

6.) A FINAL INSPECTION OF THE PLACEMENT, BLOCKING, TIEDOWNS, SKlRTING, GRADING and COMPLIANCE WITH ABOVE ITEMS IS REQURIED and APPROVAL GIVEN BY THE BUILDING DEPARTMENT PRIOR TO OCCUPANCY OF THE MANUFACTURED HOME OR OCCUPANCY OF THE BASEMENT.

7 .) The Garfield County Zoning Resolution of 1978 with Amendments through December 9, 1997, has been amended to read as follows:

2.02.07(1) Building- Convention!)! and Manufactured:

A building constructed or erected on the lot or building site or a factory and built to meet the "International Residential Code", the "Uniform Building Code" or the "National Manufactured Housing Construction and Safety Standards Act of 1974", has a minimum dimension oftwenty (20) feet wide and twenty (20) feet long and meets the local building code requirements for wind speed of 90 mph; anchoring requirements in accordance with installation standards based on the minimum basic wind speeds in miles per hour specified in the IRC & IBC: and meets or exceeds the snow load requirements adopted by Garfield County ***(Garfield County requires 40# per square foot up to 7,000 ft. in elevation and certification from the factory is required that ties the snow load to the Manufactured Home's Serial Number).

Any building meeting these criteria is defined as a single family dwelling and allowed in any zone district that allows a single-family dwelling.

8.) All work must comply and be inspected by the State of Colorado Division of Housing.

Mfginstallreq0ct2004

***NOTE: A BUILDING PERMIT WILL NOT BE ISSUED UNTIL WE RECEIVE THE CERTIFICATE.

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Footings CROSS SECTION

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Garfield County . Basic Foundation Wall Design

Same pattern Re-Bar 8' Or 4' Dec. 1,1996

GARFIELD COUNTY BUILDING REQUIREMENTS

Codes: 2003 IRC, IBC, IFGC, IMC, IPC,

Setbacks: Check subdivisions and zone district for setback requirements.

Snowload (measured at the roof): 40PSF up to 7000ft. elevation.

Seismic design category: B

SOPSF 7001 to 8000ft. 7 SPSF 8001 to 9000ft. 1 OOPSF 9001 to 1 OOOOft.

Weathering probability for concrete: Severe

Termite infestation probability: None to slight

Wind speed: 90mph

Decay probability: None to slight

Wind Exposure: B orC (see section R301.2.1.4)

Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above.

Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft. elevation.

Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by Building Official.

Ice shield under-layment required.

Mean Annual temp.: Variable

Insulation: Maximum glazing U factor: 0.50

Minimum R-Values: •

•

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Ceilings/roofs R values are: R-30 stick built structures. R-38log construction and steel rafter construction. Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. Floors R-values are R-19 .

• Basement wall R-values are R-1 0 below grade, R -19 above grade.

• Slab perimeter R-value and depth is R-10/36in.

• Crawl space wall R-values are R-10 below grade and R -19 above grade

If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R-19 insulatibn. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas.

11211 No. -------------------- Assessor's Parcel No. 2179-192-00-717

Date ___ 1_1_16_1_20_0_9 __

()g£t, BUILDING PERMIT CARD Job Address --~~ ____ C_R __ 3_52~,_R_if_le ___ (~J_W_W_e_a_ve_r_E_x_e_m~p~,_P_a_~_e_l_1~)--______________________ __

Owner ________ s_tr_at_e..;:g_ic_O __ n_e_F_in_a_n_c_ia_l _____ Address 2711] Thomas Ave, Cheyenne, WY Phone # ------

Contractor Johnson & Sons Address __ 17_0 __ hw __ y_3_2_5,_R_i_fl_e ___ Phone # fi25-D344/37S-513fl

Setbacks: Front ______ Rear _____ RH _____ LH _______ Zoning _______ __

modular offices INSPECTIONS

Soils Test ---------------Footing ----------------------Foundation _______________ _ Grout _________ ~-~----~ Underground _Piumbing..:;?~R !lff:(# ~"--3/;y_rl Rough PI u m bmg ~~..:....-...,UJ""'-'-~0"-L-..--'~'-"'-''-'+--Framing ____________________ _

Insulation ----------------Roofing---------------Drywall--------------------

Weatherproofing ___________ _ Mechanical ____________________ _

Electrical Rough (State)---------Electrical Final (State) ____________ --=_ Final i'c z~o9 /Checklist Comp~ted? ~ Certificate Occupancy # -'lc¥i-"=:-2~~~c---:::::7'.------

Date !SSU..ffi l..f;,Z? ,Oq Septic System # ....:::::==::__ ___________ _

Date -----------------Final _______________ _

Gas Piping Other -------------------------

~. . 5 :ACi6iJ (r) 0 6lfJ/joL1liJIOTES ) ·. ".16 ,.. · w: I ~o&6 ;;o6-, ~~~1-03 j. o:;z !,_ o I , o ¥

(continue on back)

DIN PERMIT GARFIELD COUNTY, COLORADO

INSPECT! ON WILL NOT BE MADE UN!..E$5 THIS C~RO IS POST~D ON THE JOS

Date lssued_l::JS-G~B-f----- PermiU~o._ll~ \ \,______~-AGREEMENT

In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is

grantedr and further agrees that ff the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permi~ may then be revoked by notice from the

County Building department and IMMEDIATELY BECOME NULL AND VOID.

use~tttV: offtce~ ___ :c__ ____ _

Address or Legal Description 5':Sto CJr2. E::EJ2 _,, __ ~_,_.::\_,_f_,\e""-------------Owner $11J _ \C .1-11Yl®'XJ_O,j_ Contractor Jth~ ..v5oos _ Building Permit Type_ · Oj al

This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection

INSPECTION RECORD Footing Driveway

;,/£,. ,J/, Foundation I Grouting 5 ,C/'7/C. '7//£ -/N cl< l.; Insulation

/- Z-7'-o'?''?i':'t

;vM-Underground Plumbing Drywall

J/,c; ,11/,a-Rough Plumbing

!Jr~ Electric final (by S~a~;~s:~~;•) Hp/:

3-Jo-oq (P<)octoFlool) ~ \: Rough Mechanical Septic Final

.dtJ'I Gas Piping f!NAL

;VIA-L/-7·09-~~

Electric Rough (by State Inspector) {You Must Cnll For Fin<:~llnspectlon)

(?riorto Framing} Notes~.J.O.H-5 ,:A0'-/61-).0'(66

Framing tlfo ;. 'ils I, 1-:J IJS/. 6

(to indude Roof in place & Windows & Doors installed & Firestopping in place)

APPROVED Date

THIS PERMIT IS NOTTRANS.FERABLE for Inspection Call970-384-5003 Office 970-945-8212

108 8th Street, SuHe 401 Glenwood Springs, Colorado 816<01

l-\5{)~ DO::£~\;:;~ jffi u\ f\ r PROTECTPERMIT~MWEATHER MAGE -F--------

(00 NOT LAMINATE)

COUNTY OF GARFIELD- BUILDING DEPARTMENT

CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado

Phone (970) 945-8212

/7 ~ ?<:.-'7 Joblocatedat ___________ L __ >/~'--~=--~--~---------------

Permit No. /I~! I --------~~~-------------------------

I have this day inspected this structure and these premises and found the following corrections needed:

~! fbsf ~~~-#S ~ yqle-

~Call for Re-lnspection

0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection

You are hereby notified that the above correction must be inspected before covering.

When correction(s) have been made, call for inspection at 970-384-5003.

Date S-.,;;:;.o - oc:J 20 --------:/-----L . ·rt_-"7./.Zt-4-,--

Building Inspector ~ / /~ --~~~~~~~~~=-------------

Phone (970) 945-8212

Ill\ lll'o~ri!!f\' I'll~!\ I Nl". k' •I.I!'Ji.~\11\~1 ~~·!If.~ \~1io1!, 11111 Reception~: 758309 11107/2008 10:53:40 AM Jean ~lberioo 55 of 612 Ree Fee:$0,Q0 Doc Fee:0.00 GARFlELD COUNTY CO

ARTICLE Ill ZONING

3-205 COMMERCIAL- GENERAL ZONE DISTftiCT

Arterial Street Local Street

50' 25'

b. Side Yard: 1 0' or Y. of building height, whichever is greater

c. RearYard: setback from lot occupied by residential use 25'

setback from lot occupied by non~~sidential use 7 .5'

3. aximum Buildin~~ ~· ction 3-206 Industrial Zone District ~

A. Lot and Building Requirements.

1. Lot Size.

a.

b.

Minimum Lot Area: (1) use served by

individual well and sewage disposal system 2 acres

(2) use served by central water and individual sewage disposal system 1 acre

(3) use served by central water and sewer Y:. acre

Maximum Lot Coverage: 75%

2. Minimum Setbacks.

a. Front Yard (measured from front lot line): Arterial Street 50' Local Street 25'

b. Side Yard: 1 0' or Y. of buil · g height,

LAND USE RESOLUTION 3-9

•

•

•

--

--

SITE PLAN Parcel 2, J. W. Weaver Exemption, County of Garfield, State of Colorado

--

--,~-"'-~ ~~="-"-<-d.__ Sep!icTon'j I_;

Gr -----======-==~ Proposed Water J I Facili!~~~ ~~~ding 16.5' MOun(ain States 1- -,

--

Telephone & Telegraph Easement

(Book.387, Page 599)

Building Under

Consltldfon

--

299.9'

I I I

---L:. 30.0'Access I Easement !

(Book 1028, ! Page3l9JI

..:-.--.:..-- -----f.

---

-Leech Field JOIY Umg

33.2'

SCALE: 1 "= 1 00'

1.) THIS SURVEY WAS PREPARED WITHOUT THE BEl'lEFITOF A CURRENT TITLE COMMITMENT MiD DOES NOT REPRESENT A 11TLE SEARCH BY THIS SURVEYOR OR BOOKCLTFF SURVEY SERVICES, INC. OF THE PROPER1Y SHOWN TO DETERMINE OWNERSHIP, COMPATIBILITY WITH ADJOINING PARCELS, OR EASEMENT OR ENCUMBRANCES OF RECORDS AFFEcnNG THlSPARCEL.

2.) THE PROPOSED BUILDING SITE AND LEACH FIELD ARE NOT LOCATED WITHIN A 30% SLOPE AREA.

3.) THIS SITE PLAN DOES NOT REPRESENT A BOUNDAf~Y, IMPROVEMENT OR lMPROVEMENT WCATJON CERTIFICATE SURVEY BY BOOK CUFF SURVEY SERVICES, INC. OR ANY OF ITS ASSOCIATES.

SURVEYOR'S CERTIFICATE

I, J,ffCHAEL J. LANGHORNE, A REGISTERED LAND SURVEYOR, LICENSED UNDER· OF THE STATE OF COLORADO DO HEREBY CEmfFf- . URVEY SHOWN HEREON WAS PREPARED ON THIS Dj.fE;.'j)Ef:: "MQB BY ME OR UNDER MY DIRECT SUPERVIS1Q[f4Ifb b !itT THJS MAP IS A TRUE

REPRESM~;; ~ ~~ :( ~ l>flCHAi:LJ:..4-NoHORNE, coj.rjJRlho REGISTRATION NO. 36572 FORANrJ.r/Nf?E,.HALFOF .::- ;S:;:•[' BOOKCLJFI)._"Stl'fi-.'vEY SERviCfES/INC

';_¥.~~~~:-~·

PHOENIX MODULAR, INC. 5139N. TOM MURRAY AVE.

GLENDALE, AZ 85301 PHONE# (623) 209-3300

600£:/S/~ ···eHOZ%-0£:%91l!CI0£:%:M:JJXOqUifU9ljdJelSJe:lUJf96uelj:lX9fl.UO:l"l9fUes·em:leS/I:sdn4

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IX!Of!S KM:l> AUKE: YES

SCHEDULE JAMB dk~ ~~ QTY

ROUGH OPENING

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WASTE & VENT SCHEMATIC Ali. P!?f: TO SE ASS SCHEOVlE 40 ANO WIU StOPE: l/4" PER FOOT

NOTE: PWMBING MANIFOI.D TO 9E SUPPUEO AND INSTAU.EO ON SITE BY OfHffiS,

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COLD & HOT SCHEMATIC IMXlMUM PRESSURE fWIGE 0 POlNT OF CONNECTION 46 TO 60 PSI

GRtATEST OEVUOPEO LENGTH 40'

SUPPLY: COPPER (1YPE M)

7 OF

Parcel Oetail

Garfield County Assessor/Treasurer Parcel Detail Information

Page I of 4

l\§sessor[Trl:l~surerPropert_y Search I Assessor Subset Uuery I As~essgr_S_~IesSearch Clerk S ~ecorder~Rec_@tion SearGh

Ba~sic Buildtrrg Char~acteristi~s I T aJ<JnJorrnati_gn

~arc~Uktail I Value Detail I Sales Detail I Residentiai/Cgmmerci~llmprov~ement Dgtail Land D~tail I PhotgJJr.Ciphs I Mill Levy ~eve.nues_llitail

I Tax Area II Account Number Jl Parcel Number 1)211118 Mill levy I I D24 II R042831 II 217818200717 II 48.512 I

Owner Name and Mailing Address

)STRATEGIC ONE FINANCIAL INC )2710 THOMES AVE )CHEYENNE. WY 82001

Assessor's Parcel Description (Not to be used as a legal description)

JSECUWN.RNG:IS-B-82 OESC: A TR OF JLANO IN LOT I NW 1/4 AKA PARCEL I )JW WEAVER EXEMPTION PRE:R247034 J8K:807 PG:88 8K:807 PG:82 8K:545 JPG:40 8K:320 PG:274 8K:I2B PG:BI3

'JRECPT:75B541 RECPT:730S8B 8K:I752 IPG:881 RECPT:B87811 8K:I751 PG:B32 JRECPT:B87B70 8K:I751 PG:B31

http:/ I www.garcoact.coml assessor I parcel.asp? Parcel Number= 217919200717

I I I

I I I I I I I I

IIIS/2009

Parcel Detail Page 2 of 4

IREGPT:B87BB9 BK:I751 PG:B30 I IREGPT:B87BB8 BK:I751 PG:B29 IREGPT:B87BB7 BK:I751 PG:B28 IREGPT:B87BBB BK:II47 PG:480 IREGPT:551094 BK:0918 PG:OB45 IBK:0899 PG:0357 BK:0814 PG:0918 IBK:0814 PG:0297

location

I Physical Address: II55B 352 GOUNTY RO RIFLE I I Subdivision: I I land Acres: 1!13.3 I I land Sq Ft: lin I

I Section II Township II Range I I 19 II B II 92 I

21][18 Property Tax Valuation Information

II Actual Value II Assessed Value I I land: II mn.nnnll 14,3301

I Improvements: II 131.51011 10.4701

I Total: II 311.51011 24.8001

Add[tirmal Value OeJail

Most Recent Sale

Sale Date: /11211/2005 Sale Price: /1350.000

http:/ I www.garcoact.com/ assessor I parcel.asp ?Parce1Number=217SIS200717 1/16/2009

Parcel Detail Page 3 of 4

Basic Building Characteristics

Number of Residential II Buildings: I

Number of Comm/lnd iu I Buildings:

I Residential Building Occurrence I Characteristics I

I I STilRY: litB2U I I TOTAL HEATED AREA: litB2U I I ABSTRACT CODE: i!SINGLE FAM.RES-IMPRUVEMTS I I ARCHITECTURAL STYLE: IIMANUFACTUREO I I EXTERIOR WALL: IIMASUNITE I I EXTERIIlR WALL: i!STUNE VEN I I ROOF COVER: jjCUMP SHNGL I I ROOF STRUCTURE: i!GABLE I I INTERIIlR WALL: IIDRYWALL I I FLOOR: jjSHT VINYL I I · FLOOR: jjCARPET I I HEATING FUEL: IlGAS I I HEATING TYPE: IIFURCEO AIR I I STORIES: I!STURIES I.U I I BATHS: 12

I ROOMS: !Is I I UNITS: II I BEDROOMS: I 3

I YEAR BUILT: 1!1980 I Additional ResidentialfCommerc:ia IJ!!li!LOVBllJJlnt Detail

http:/ I www.garcoact.com/ assessor /parcel.asp ?Parce1Number=ZI7SISZ00717 IllS/ZOOS

Parcel Detail

Tax Information

I Tax Year II Transaction Type II Amount I I 2008 II Tax Amount II $1.153.481

I 2007 II Tax Paymant: Whola II ($1.13S.7S)I

I 2007 II Tax Amount II $1.13S.7BI

I 200S II Tax Paymant: Sacond Half II ($432.30)\

I 200S II Tax Paymant: First Half II ($432.30)1

I 200S II Tax Amount II $8S4.BDI

I 2005 II Tax Paymant: Who Ia II ($8S8.S8)I

I 2005 II Tax Amount II $8S8.S8\

liJJLQfjl_E!illl Assf)ssor Oatabasa Sa arch Options I T raasurer Oataba~aarch OpJion~

Clark H Racorder Dat.abasa Search DJJtion~

!larfield County_fuune .P.MJ!l.

Page 4 of 4

The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However. Good Turns Software and the Garfield County Assessor and T reasurar's Dfficas are unable to warrant any of the information hE:rain contained.

Copyright @l 2005- 2008 Good Turns Softwara. All Rights Raservad. Database H Web Design by !loodJ urns Softwara.

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PHOENIX MODULAR, INC. 5139N. TOM MURRAY AVE.

GLENDALE~ AZ 85301 PHONE# (623) 209-3300

STATE,OF COLORADO . DIVISION.OF HOUSING

DEC24'0B6tJ

PlANS APPROVED SUBJECTmFIB.DiflliPecnoN

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REFLECTIVE CEILING PLAN

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STATE OF COLORADO OIVISIOI'l OF NOUSING

DEC2 42008

APPROVED

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.. 3,780"

WASTE & VENT SCHEMATIC ALL PIPE TO BE ASS SCHEOULE ~0 A!JC WlLL SLOPE 1/4" PER FOOT

i'IO'TE: PWI.!SiNG !AAH!f'OU) TO BE SUPPIJro AND IHSTAU.£0 ON SITE BY 01}!ER5.

COLD & HOT SCHEMATIC IMXfMUM PR!:SSUR!: !WIG£ 0 POINT OF CONHECTlON 46 TO SO PSI

GREAr~ Otva.OPEO LENGTH 40'

SUPPLY: COPPER (TYPE M)

D£c 2 a

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REFER TO FLOOR PLAN 'CONSTRUCTION NOTES' FOR ACTUAL MEMBER SIZE, GRADE, AND SPACING.

""'""'"' '"'"""-' S!:E SCHEOOL.£ FDR SPACING FlUlOT AIID R<:AA CIUJSS!IOOI:RS TO M:

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DOUBLE 2'x RIM JOISTS

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'!liE SELOW WAllS ARE FOR REFERENCE ONtY Of' A TEMPORARY INSTAllAllON SYSTEM. ACTUAl. !NSTM..l.AllON FOUNOAl!ON DETAILS SHOULD BE: D6!GNED SY A UCENSEO £NGINEER ANO APPROVED 8Y THE LOCAL ENFORCEMENT AGS.'CY.

SINGLE PIER ON SINGLE PAD

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C172 @3

DETAIL C

DETAIL D

DE AIL E

GENERAL NOTES1

1> ALL SHO'WN NAILS ARE ASSUMED TO BE BOX NAILS. 2) All LUMBER TO BE GRADE STAMPED BY AN APPROVED

GRADING AGENCY. 3> REFER TO FLOOR PlAN CONSTRUCTION NOTES FOR ALL

MEMBER SIZES AND GRADES.

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- CHASSIS MAINRAIL LOAD: 660 PI.F ~ I

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PHOENIX MODULAR CONI'FIOENTIAL

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(pJ "' ,.. ~ER ~ C'5'LORADO u- I 0 APPRO\IEI) l'lm!O!JT MOillflCATlON ro .... m 0 APROVED WlTH MOO!flCAllON ~ ( FOUNDATION I DADS DETAilS I SIGNAWRfo "'"''--

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PAD If PIER N.T.S. 82 SIDE SOIL ANCHOR

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20100§59.1-SOl

STRUCTURAL NOTES: 1. DESIGN INFORMA llON AND UVE LOADS USED:

A. Use the 2000 lntemotionol Building Code B. Unit Oaod Load 35 PSF D.L c. Roof Load 30 PSF LL 0. Aoor Load 50 PSF LL

£ W'md Load 90 Mph Exposure 8 F. Selsmlc load Zone 3 G. Design Son Bearing 1,500 PSF (Provided by others)

2. CONCRETE: A. Strength Used 2,000 PSI

3. MASONRY: A. Masonry Unll.s ASTM C-90, Grode N, Fm'=1350 Psi

4. SPECIALTY llEMS: A. St!lndard Metal Pier shell be eopoble of euppoertlng o min. of 3,00CID

B. Anchor shall be inslulled at the location Indicated on the drawings (llld In occordance with ilie manufacturer's recomoodotions as opproved by the Monufaclurer Housing Institute. If Installed per recommendations the onchor htts o minlmun ol!owohle hOlding force of 4,700 pounds.

5. Sol! under footings to be undisWrbed native materials or structurol fill compocted to 95% of the Proclor density per ASTM D-698.

6. Slcps finished groda uway from slrullhlre ct 2%, minimum, for o distance not !es3 than 10 feat.

7. structure to be leveled nad modules ful!Y supported prior to insto!lallon of the hold-downs. Modular units with ouhi~ extending past tmnspori roR In e)lt:eS$ of 30 Inches \>hall be supported olong the perimeter ot not more Uum 8'-lt. Sblm and block cs necessory to interface plern with floor members.

6. Provide Ullde; floor veffiiollon of a nel oreo. of not toss ilion one (1) square folll: per 150 square feet of ltoor area. cover vent · openings ,with COI"'"CSion ll!Sbtanl. mesh not leas than 1/4• nor more ilion 1/2 in any dimenaion.Openings shuU be as close to eomem as possible ond shalJ provide cross-wnlllallon. The required oreo shell be distributed neurly equaltf along the length of the bulling an opposing sides.

9. Provide proper clearanc$ between wood joists ond exposed grcund In occordance wRh Uniform Bol!dlng Code requirements. Wood exposed to ground or closer than required clearance shaD be pressure treated for resistance to decay.

10. Access to tmderfloor area sho! be provided par the Uniform Buitding Coda. 11 • Spflce hold-down anchor at comers in the first 3' -o· and nea~ eq~

along the b"o!onee of the G!Sk!nca in oceardance to the tnble.

-fl MULTI-WIDE MODULAR FOUNDATION PLAN u N.T.S.

JARI.U> 110001£ RAil. "ER/PMl SPACIJIG INSTALL PIER/PADS UNDER CHASSIS, SPACED EQUAllY BETWEEN CORNER PIERS INSl'AU. HOlD-DOWNS, SPACEO EQUALlY B£TWEEN CORNER l!Ol.O-DOWNS

SQ!I BfA~!NG (1 !500 Mfi

! EUGIH OF UWf vnom Of wm I pADS k f!ERS EXT. RAlS !NT. RAllS

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.::: . . STATE OF COLORADO

FACTORY BUILT NON RESIDENTIAL APPLICATION Fee due with npplicatlon .. Not subject to return April lOOS

Nnmeof 1\ta.nufacturer: Plant Strut Addres!il:

J?rrt?cN.t:.:< !'4t>J?t!Vf/t S.I,J! ./11. 'PI !tnt I.D. Nutnber:

TPM ";V!u;t/!117' /1-vt!. '1/BG Plant Mallin~ Address: •

.. ..f"/j.J #- JPN fY/V'/t;MY /1vt:_.,

Third Party ln.'lipediou Agency:

CMT ENr;$tV&!t:tt.t"..rCt_ %'He.

l'lan"'t 't::;-0!:-:ep~h-:one-::-

( >CZ.l. ZOt'f- .I.JtZi FAX No.: ( )~'Z.J. _2tJ!f-ti78'_0 __

TelepboneN{(;z.J) Zt:i'! _ .J.J()O Telephone No"

( ) 95""/. S"tJ9- tf!it)S"/ FAXNO. < l f$'/. $'t?f-t70,5'G

~ ~ ?003 !-Code Compliant Live Roof Load. .(, ... ,-.,. psf Floor Design Load <;v psf re Ratin£!: Exterior Walls NCI Floor /'I(J Ceiline: (l(t) Wind Desigtt Speed Cin mph

FEE SCHEDULE TO'IAL A:MOUNT FOOTAGE

Annual Registration Fee (must be aceompllllied· by new/updated QC MODrud)

(minimum% copies· maxlmum3 copies) 'HrM h~ 9.:61-"7 ~iO S500.00!per loeatlon

Model Name!Nq. 1T)l)({.o Fee Calculator for Plllll Appro"a!s = Unit

li~ Ex #";rtJ93..; f{OI ·.s-square footage" factor ludlented below:

PlOD Approval Fee· $0.l5/sq.ft. (4%o) ~ l,o?:-c':).!Sd.. . FedExof!E~~trt shipplng o: approved p ;Q

(minimum Z sets •liliiXImnm 3 sets)

' Nov 1 11 zoos I ' Additional Plao Set • SO.lO/sq. ft.

Division of Hou . smg

Minimum Fee for Plan Appro"als • $160.00 C. I< tt ;271:2 . j()fpjft}

PlOD Revlslon • $ 0.10 /sq. ft.

:Plan Approval Number:

Mln!mnm F!!! for Plan Revisions· $50.00 each 5'3Gfr

TOTAL AMOUNT SUBMITTED . EXPIRES: IJ. I lldt!!? 2 MANUF ACT!JRER CERTIFIES that orily appi:oved equipment and materials will be usod and the installatiollS shall be made in accordance with approved plani end appUcable codes and provisions of the Colorado Division ofHousing. Manufltcll!rer agrees to in-plant inspection of units Tl1lll1llllwtot under the above pla:r approval. A.pplicatlon shall be made for and !nslgnla atllXcd to eacl! :ti!Ctory bm1t non rm~onliol that is suhjMt to Colorado statutes and which is mannfacturec or is to be sold or offered fur sale in the State of Colorado.

DIV. OF HOUSING, 1313 SHERMAN STRBET,RM321,DBNVER, CO 80203 (303) 866-4616 FAX 866·3072 07/07

I I

,..

I i ! I I

December 17, 2008

Williams Scottsman Colorado

VIA EMAIL

ATrENTION:

REFERENCE:

Dear Sir:.

SUBJECT:

Dan Monis ·

~v~

MACBAIN PROPERTIES LTD.

Wray and Rifle Colorado Sites

Female occupancy 1 Office Use

Further to our conversations we confirm the following relative to the State Regulatory Bodies concerns:

the offices will not be used for "Bunk" I "Camp" faclllties (i.e. sleeping); • the split between male and female staff each onsite will be around 95 - 97% male and 3% - 5%

female. •

Yours Truly,

PS/ps

c. File

Construclion • Development • Management • Office • Industrial • Retail Suits 101. 505 • 2nd Stfflel $W Calgary, AS T2P 1 NB 1: 403.716.3100 f:: 403.716.52:68 mocbain.co

---- .. }

v

RAFTERS s:mm:::::n (2001 NOS and 2003 IBCl

Member:l!iJilliK-OK Try: 2"x10"

Load Duration, Cd = 1.15 (1/ertical) Assumed Rafter Cd= 1.6 {Wind) Spacing Zono1 0.0. b= 1.5 Inches Spacing Zone 2 o.c. d= 9.25 inches

Spacing Zone 3 c. c. 1

most bldgs, 1.15 esson11al or high occupancy buildings) or No)

Effective Wind Area= 47 t!2 2 Roof Slope= o.oo degrees 0

Exposure Coefficlent = 1.21 Zone 1 (Field) Wind Factor= -14.2 (Table1609.2.1(2)) Zone 1 Wind Load = -17.2 Zone 2 (Edge) Wind Factor= -21.8 (Tabla1609.2.1(2)) Zone 2 Wind Load= -26.4

Zone 3 (Corner) Wind Factor= -30.5 (Table 1609.2.1{2)) Zone 3 Wind Load = -36.9

Cdtlaat Load Comblnatlons; D +L (orS)= 100.00 plf 0.6D+W1 = 10.91 pW {Zona 1 - Field) 0.60 +W2= 23.17 plf (Zona 2 - Edge) 0.6D+W3= 37.21 plf (Zone 3 - Corners)

W.5dl+ll= 90.00 plf {DeflecUon Only) Wll= 80.00 plf (Daflactlon OnlY)

Grade: l~il'ill!l1!!Try: HFII2 0 Fb= 850 PSI Cf= 1.1 E= 1300000 psi Cr= 1.15

Fv= 150 psi Ch• 1

gt!eck1!!9 Be!ldlng: Actual Allowed Vertical Load Only: tb= 981 psi Fb• 1237 psi OK

Wind Zona1: tb= 107 psi Fb= 1720 psi OK WlndZone2: tb= 227 psi Fb• 1720 psi OK Wind Zone 3: tb= 365 psi Fb= 1720 psi OK

Cbecking Sh§!!n Actual Allowed Vertical Load Only: fv= 56 psi Fv= 173 . psi OK

Wind Zone 1: fv= 6 psi Fv= 240 psi OK Wind Zone 2: fv= 13 psi Fv= 240 psi OK Wind zone 3: fv= 21 psi Fv= 240 psi OK

Cbes~Jng D@flectlom Actual Actual Vertical Total Load: d= 0.308 psi D= 0.789 psi OK Vertical Live Load: d• 0.274 psi D• 0.592 psi OK

Wind Zone 1: d= 0.026 psi D= 0.592 psi OK WlndZone2: d= 0.056 psi D= 0.592 psi OK Wind Zona 3: d= 0.089 psi D• 0.592 psi OK

Note #1: Make sure the member size which appears In cell E31 for SYP matches the member size In cell G7

Note #2; Above shown mfter length must be greater than the actual module width minus 411

•

Note#3: The roof dead load Is the weight of the materials used to make up the roof. I.e.- rafters, decking, finished roofing, suspended cefiing.

- Standard 20 or 30 psi roof llvalc 8 psi - 40 to so psi Snow Loads: 12 psi -80 to 100 psi Snow Load: 15 psf • Add 3 psf for each layer Of drywall on the roof

psi psi psf

OK

OK

OK

DEC 17 20011

I-BEAM CHASSIS FLOOR JOIST 12117/2008

12 850

5.50 in. Fv= 150 8.25 in2 E= 1300000 7.56 in3 Cf= 1.3

20.80 in4 Cr= 1.15

SIMPLE SPAN UNIFORM bOAD!NG ONLY

w= 110 plf Bending: M= 8360 !n-Ibs

fb= 1105 psi < 1271 psi OK 0.870 Shear: V= 387 lbs

fv= 70 psi < 150 psi OK 0.469 T.L. Deflection, d = 0.2629 ln. =U 363 OK 0.2629 L.L. Deflection, d = 0.2390 in. =U 400 OK

CONQE~IRATEDLQ80 w= 0 pli

Bending: M= 0 in-lbs fb= 0 psi < Fb= 1271 psi OK 0.000

Shear: V= 0 lbs fv= 0 psi < Fv= 150 psi OK 0.000

END SPANS UNIFORM LOADING ONLY

w= 110 plf P= 0 lbs.

End Span Length = 23.23 Inches Bending: M= 618 psi

fb= 82 psi < Fb= 1271 psi OK 0.064 Shear: V= 106 lbs

fv= 19 psi < Fv= 150 psi OK 0.129 T.L. Deflection, d = 0.001 ln. =U 18069 OK L.L. Deflection, d = 0.001 in. =U 19876 OK

CONCENTRATEDLQ8D DEC 1 7 2008 w= 0.00 pli Pdl= 0 lbs

Bending: M= 56 in-lbs fb= 7 psi < Fb= 1271 psi OK

Shear. V= 10 ibs fv= 2 psi < Fv= 150 psi OK

COMcheck Software Version 3.6.0

Envelope Compliance Certificate

20031ECC

Section 1: Project Information

Project Type: New Construction Project Title : PMI-2881-7260

Construction Site: Owner/Agent: Williams-Scotsman

Section 2: General Information

Building Location (for weather data): Climate Zone: Haatlng Degree Days {base 65 degrees F): Cooling Degree Days (base 65 degrees F): Vertical Glazing I Wall Area Pet.:

Actlvltv Tvoe{s)

Office Dining Corridor, Restroom, Support Area

Rifle, Colorado 15 6881 402 6%

Section 3: Requirements Checklist

Climate-Specific Requirements:

Component Name/Description

Roof 1: Attic Roof wHh Wood Joists Floor 1: Wood .. Framed ExterlorWall1: Wood-Framed, 16" o.c. Window 1: Metal Frame:Double Pane, Claar, SHGC 0.68 Door 1: Solid{<= 50% glazing)

Floor Area 2130 1171 959

Gross Area or Perimeter

4259 4259 2882 183 120

Designer/Contractor: Phoenix Modular

Cavity Cont. Proposed R.Value RMValue U..factor

30.0 0.0 0.035 19.0 0.0 0.049 19.0 0.0 0.068

0.690 0.700

(a) Budget u .. factors are used for software baseline calcU!atlons ONLY, and are not code requirements.

Air Leakage, Component Certification, and Vapor Retarder Requirements:

Budget u .. factor

0.055 0.046 0.079 0.648 0.127

0 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's Installation Instructions.

0 2. Windows, doors, and skylights certified as meeting leakage requirements.

0 3. Component R-values & U~factors labeled as certified. 0 4. Insulation Installed according to manufacturer's Instructions, In substantial contact with the surface baing Insulated, and In a manner that

achieves the rated R~va!ue without compressing the Insulation.

0 5. Stair, elevator shaft vents, and other dampers Integral to the bulldfng envelope are equipped with motorized dampers. 0 6. Cargo doors and loading dock doors are weather sealed.

0 7. Recessed lighting fixtures are: (I) Type IC rated and sealed or gasketed; or (II) Installed inside an appropriate air~tight assembly with a 0.5 Inch clearance from combustible materials and with 31nches clearance from Insulation material.

0 8. Building entrance doors have a vestibule equipped with closing devices. Exceptions:

Building entrances with revolving doors.

Project Title: PMI-2881-7260 Data filename: C:\Program Flles\Check\COMcheck\pmi-2881-7260-co-ENV.CCI<

Report date: 12/15108 Page 1 of 6

Doors that open directly from a space less than 3000 sq. ft. in area.

0 9. Vaporretarder Installed.

Section 4: Compliance Statement

Compliance Statement: The proposed envelope design represented In this document Is consistent with the bulldlng plans, specifications and other calculations submitted with thls permit application. The proposed envelope system has been designed to meet the 2003 IECC requirements In COMcheck Version 3.6.0 and to comply with the mandatory requirements in the Requirements Checklist.

Name~Tltle Signature

Project Title; PMI-2881-7260 Data filename: C:\Program Flles\Chaok\COMcheck\pml-2881-7260·co-ENV.cck

Report date: 12115/08 Page 2 orB

--------------------------------· -------------------

' .


Mechanical Compliance Certificate

20031ECC

Section 1: Project Information Project Type: New Construction Project Title : PMi-2881-7260

Construction Site: Owner/Agent: Williams-Scotsman

Section 2: General Information Building Location (for weather data): Climate Zone: Heatlng Degree Days (base 65 degrees F): Cooling Degree Days {base 65 degrees F):

Rifle, Colorado 15 6881 402

Section 3: Mechanical Systems List §ystam 1)tpe & Description

Designer/Contractor: Phoenix Modular

HVAC System 1: Heating: Central Furnace, Electric I Cooling: Rooftop Package Unit, Capacity <54 kBtu/h, Air-Cooled Condenser I Single Zone Storage Water Heater 1: Servl~e Water Heater

Section 4: Requirements Checklist

Requirements Specific To: HVAC System 1 : 0 1. Equipment minimum efficiency: Rooftop Package Unit: 9.7 SEER

Requirements Specific To: Storage Water Heater 1 : 0 1. Heat traps in ·inleVoutlat fltllngs 0 2. 1f2 .. fn, insulation on 8ft of Inlet/outlet piping If no Integral heat traps 0 3. Electric Water Heater efficiency>= 0.89 EF, 211 SL, Bluth (If> 12 kW)

Generic Requirements: Must be met by all systems to which the requirement is applicable: 0 1. Load calculations par 2001 ASHRAE Fundamentals 0 2. Plant equipment and system capacity no greater than needed to meet loads

- Exception: Standby equipment automatically off when primary system Is operating

- Exception: Multiple units controlled to sequence operation as a function of load 0 3. Minimum one temperature control device per system 0 4. Minimum one humidity control device per Installed humidification/dehumidification system 0 5. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F (cool); 7--day clock, 2~hour occupant override, 10--hour backup

- Exception: Continuously operating zones

- Exception: 2 kW demand or less, submit calculations 0 6. Automatic shUto.Qff dampers on exhaust systems and supply systems with airflow >3,000 cfm 0 7. Outside-air source for ventilation; system capable of reduclng OSA to required minimum

0 8. R-5 supply and return air duct insulation In unconditioned spaces R-8 supply and return atr duct Insulation outside the building R-8 Insulation between ducts and the building exterior when ducts are part of a bUilding assembly

Exception: Ducts located within equipment

M Exception: Ducts with lnterlor and exterior temperature difference not exceeding 15 degrees F.

Project Title: PMI-2881-7260 Date manama: C:\Program Flles\Check\COMchecklpml-2881-7260·co·ENV.cck

Report date: 12115/08 Page 3 of 6

0 9. Ducts sealed~ longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or ,181B tapes and mastics

• Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 Inches w.g. pressure classification

0 10. Mechanical fasteners and sealants used to connect ducts and air distribution equipment

0 11. Operation and maintenance manual provided to building owner

0 12. Balancing dav~es provided In accordance wllh IMC 603.15

0 13. Newly purchased service water heating equipment meets the efficiency requirements

0 14. Water heater temperature controls: 110 degrees F for dwelling units or 90 degrees F for other occupancies

0 15. Thermostatic controls have 5 degrees F dead band

Exception: Thermostats requiring manual changeover between heating and cooling

- Exception: Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction.

0 16,Stalr and elevator shaft vents are equipped with motorized dampers

Section 5: Compliance Statement

Compliance Statement: The proposed mechanical design represented In this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2003lECC requirements in COM check Version 3.6.0 and to comply with the mandatory requirements In the Re,qui1BIIlllt:S.:~ilftfli1!!J;!!:.

Name M Title Signature

Project Title: PMI-2881·7260 Dale fllename: C:\Program Rles\Check\COMCheck\pml-2881-7260-co-ENV.ccl<

1 7 ti.J[}§

Report date: 12/15/08 Page 4 of6

,, . '

2003IECC


Mechanical Requirements Description

The following list provides more detailed descriptions of the requirements In Section 4 of the Mechanical Compliance Certificate.

Requirements Specific To: HVAC System 1 : 1. The specified heating and/or cooling equipment ls covered by ASHRAE 90.1 Code and must meet the following minimum efficiency:

Rooftop Package Unit: 9.7 SEER

Requirements Specific To: Storage Water Heater 1 : 1. Heat traps are required on nonclrculatlng water heaUng systems on both inlet and outlet connections. Heat traps may be purchased or

field-fabricated by creating a loop or Inverted U-shaped arrangement on the inlet and outle'l: pipes. 2. Pipe Insulation for the specified nonclrculatlng seiVice hot water system Is required for aU piping in the folloWing categories: a) the first B

ft of outlet piping from any constant~temperature, nonclrculatlng storage system b) the Inlet piping between the storage tank and a heat trap In a nonclrculatlng storage system Pipe insulation must be at least 1/21n. and have a conductivity no >0.28 Btu~ln/(h~ft2-degrees F).

3. Service water heating equipment used solely for heating potable water. pool heaters, and hot water storage tanks must meet the following mlnlumum afflclency: Electlic Water Heater efflclancy >= 0.89 EF, 211 SL, Btu/h (If> 12 kW) ·

Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the bUilding must be determined using procedures In the ASH RAE Handbook of Fundamentals or

an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing

both heating and cooling must satisfy this provlslon for one function with the capacity for the other function as small as possible, within available equipment options.

Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system Is operating. Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed If they are provided with controls to sequence operation of the units as the load increases or decreases.

3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have Its own humidity control device. 5. The system or zone control must be a programmable thermostat or other automatic control meetlng the following criteria: a) capable

of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during cooling, b) capable of automatically setting back or shuttlng down systems during unoccupied hours using 7 different day schedules, c) have an accessible 2~hour occupant override, d) have a battery backwup capable of maintaining programmed settings for at least 10 hours without power.

w Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - Exception: A setback or shutoff contrails not required on systems wJth total energy demand of 2 kW (6,826 Btu/h) or less.

6. Outdoor-air supply systems with design airflow rates >3,000 cfm of outdoor alr and all exhaust systems must have dampers that are automatically closed While the equipment Is not operating.

7. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system Is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable of reducing outdoor-airflow to the minimum required levels.

B. Air ducts must be Insulated to the following levels: a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a mlnlmum of R..S. Unconditioned spaces include aHlcs, crawl spaces, unheated basements, and unheated garages. b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building. c) When ducts are located within exterior components (e.g., floors or roofs}, minimum Rv8insulation Is required oilly between the duct and the building exterior.

Exception: Duct Insulation ls not required on ducts located within equipment. .. Exception; Duct Insulation Is not required wheh the design temperature difference between the Interior and exterior of the duct or

plenum does not exceed 15 degrees F. 9. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical

fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A orUL 1816.

Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification.

Project Title: PMI-2881-7260 Data fllename: C:\Program Flles\ChackiCOMcheck\pml-2881·7260·co-ENV.cck

Report date: 12/15/08 Page 5 of6

····--··-·---·-~···~---------------

... ,, 10. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment,

Including multiple-zone terminal units. 11. Operation and maintenance documentation must be proVIded to the owner that includes at least the following infonnaUon: a) equipment

capacity (Input and output) and required maintenance actions b) equipment operation and maintenance manuals c) HVAC system control maintenance and calibration Information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, In programming comments d) complete narrative of how each system is intended to operate.

12. Each supply air outlet or diffUser and each zone terminal device (such as VAV or mixing box) must have Its own balancing device. Acceptable balancing devices include adjustable· dampers located within the ductwork, terminal devices, and supply air diffusers.

13. Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Polley Act of 1992, which meet or exceed ASHRAE 90.1 Code, New service water heating equipment can be assumed to meet these requirements.

14. Water~heating equipment must be provided with controls that allow the user to set the water temperature to 110 degrees F for dwelling units and 90 degrees F for other occupancles. Controls must limit output temperatures of lavatories ln public facility restrooms to 110 degrees F.

15. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband (a range of temperature where no heating or cooling Is provided).

Exception: Deadband capability is not required If the thermostat does not have automatic changeover capability between heating and cooling.

Exception: Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction.

16. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and Interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that wm automatically shut when the spaces seTVed are not in use.

Exception: Gravity (non~motorized) dampers are acceptable In buildings less than three stories in height above grade.

Exception: Ventilation systems serving unconditioned spaces.

Project Title: PMI-2881-7260 Data filename: C:\Program Files\Check\COMoheck\pml~2881~7260~co~ENV.cck

Report date: 12115108 Page 6 of6

Page#:

1

2

3,4

5

6,7,8

9

10

STRUCTURAL CALCULATIONS COVER SHEET

Description:

Rafters

Studs

Headers

Plywood Ridge Beam wov 13 2008 Posts

Floor Joists

Lateral

All calculations are done in compliance with the requirements of the 2003 International Building Code and it's applicable referenced standards.

DESIGN LOADS: Roof Live Load: '

Seismic: Ss = S1 '

Site Class: Seismic Use Group: 1

Seismic Design Category: ~f.tf&"'

psf psf mph, Exp. C

RAFTERS MODULEWIDTH: 10 FT. (2001 NOS and 2003 IBC! ROOF LOAD: 60 PSF

LUMBER GRADE: HF#2 Member. «;\f,.\1.\l!iii~ OK

Try: 2"x10"

Load Duration, Cd = Cd=

b=

1.15 (Vertical) 1.6 (Wind) 1.5 Inches

o.c. d= 9.25 inches o.c.

1 most bldgs, 1.15 essential or high occupancy buildings) or No)

Effective Wind Area = 48 ft2 2 Roof Slope= 0.00 degrees 0

Exposure Coefficient= 1.21 Zone 1 (Field) Wind Factor= -14.2 (Table 1609.2.1(2)) Zone 1 Wind Load = -172 psf Zone 2 (Edge) Wind Factor= -21.8 (Table1609.2.1(2)) Zone 2 Wind Load = -26.4 psf

Zone 3 (Comer) Wind Factor= -30.5 (Table 16092.1(2)) Zone 3 Wind load = -36.9 psf

Critical load Combinations: D +L (or S) = 96.00 pif 0.60 + W1 = 13.31 plf (Zone 1 - Field)

plf (Zone 2- Edge) plf (Zone 3- Comers) plf (Deflection Only) pif (Deflection Only)

0.6D + W2 = 25.57 0.6D + W3 = 39.61

Grade:

Checking Bending; Vertical Load Only:

Wind Zone 1: WindZone2: \fl!lnd Zone 3:

Checking Shear: Verllcal Load Only:

Wlnd Zone 1: WlndZone2: WlndZone3:

Checking Deflecllon: Vertical Total Load: Vertical Live Load:

Wind Zone 1: Wind Zone 2: WlndZone3:

W.5dl+ll = 88.00 Wll= 80.00

[~ii!;1R!Try: HF#2 0 Fb= 850 psi Cf= 1.1 E= 1300000 psi Cr= 1.15

Fv= 75 psi Ch= 1

Actual Allowed fb= 969 psi Fb= 1237 psi OK fb= 134 psi Fb= .1720 psi OK fb= 258 psi Fb= 1720 psi OK fb= 400 psi Fb= 1720 psi OK

Actual Allowed fv= 54 psi Fv= 86 psi OK fv= 8 psi Fv= 120 psi OK fv= 14 psi Fv= 120 psi OK fv= 22 psi Fv= 120 psi OK

Actual Actual d= 0.319 psi D= 0.800 psi OK d= 0.290 psi . D= o.aoo psi OK d= 0.034 psi D= o.eoo psi OK d= 0.065 psi D= D.600 psi OK d= 0.101 psi D= D.600 psi OK

Note #1: Make sure the member size which appears In cell E31 for SYP matches the member size In cell G7

Note #2: Above shown rafter length must be greater than the actual module width mlnus4".

Note #3: The roof dead load Is the weight of the materials used to make up the roof. I.e.- rafters,·decklng, finished roofing, suspended ceiling.

-Standard 20 or 30 psf roof live lc 8 psf -40 to 60 psf Snow Loads: 12 psf - 80 to 100 psi Snow Load: 15 psf -Add 3 psf for each layer of drywall on the roof

OK

OK

OK

STUD CALCULATIONS 11/11/2008

DESIGN OF COLUMNS THAT ARE AlSO SUBJECTED TO AXIAL COMPRESSION AND BENDING COMBINED. CALCULATIONS COMPLY WITH 2001 NOS AND THE 20031BC. CALCULATIONS CHECK ADEQUACY OF MEMBER FOR INPUTTED LOADS.

Roof Live (Snow) Load Roof Dead load

Wind Speed Wind Exposure

Importance Factor, I Stud Spacing (Zone 4) Stud Spacing (Zone 5)

Stud Length Assumed Rafter Span

Effective Wind Area = Exposure Coefficient = Zone 4 Wind Factor = Zone 5 Wnd Factor =

Field Wind Load, W4 = Comer Wind Load, W5 =

Top Plate Total load (4) = 0.6 X DL (Zone4) =

Top Plate Total Load (5) = 0.6 X DL (Zone 5} =

Zone 4 Field Studs:

Bending: fb• Fb'=

Compression: fc= CUSic=

Fe'=

Adjustment for shortest Duration Factor:

Member. Grade:

33.9 1.21 -15.1 -18.2

-24.36 -29.36

576 58 576 56

491 2033.2

70 7

662

Fe ... =

b= d= A• S• I•

ft2 2

(Table 1609.5.2.1 (2)) (Table 1609.6.2.1(2))

plf plf lbs. lbs. lbs. lbs.

psi OK psi

psi OK psi psi

psi

Try: Try:

1.5 5.5 8,25 7.56 20.60

2"x6" HF#2

ln. in.

in2 ln3 ln4

OK 0 OK

Fb= 850 psi E = 1300000 psi

Fe= 1300 ps! Bending, Cd = 1.6

Compression, Cd = 1 Bending, Cf = 1.3

Compression, Cf = 1.1 Cr= 1.15

Bending Cr= 1.15 Kce = a)!Jll'~(0.3 lumber, 0.418 GL) c=~~(O.Biumber, 0.9 GL)

Ud = 22.00 Fee= 806 psi Fe"'== 1430 psi Cp = 0.477

Zone 5 Field studs:

Bending: fb= 592 psi OK Fb'= 2033.2 psi

Compres~lon: fc• 70 psi OK DUSfc= 7 psi

Fe'= 662 psi

Adjustment for shortest Fe*= 2266 psi Duration Factor.

Deflecl!on Check: Actual Deflection = 0.253 OK

Combined DeflecUon:

Allowed U120 = 1.008

Siding Thickness= ~~O:!nches Trib. Width =~Inches

Neutral Axis= 1.888 in. from top

CheckShearFiow: V= 148 lbs Q = 10.20394737 I= 50.84 ln4

q = 29.71 plf 6d box nails at 6" o.c. = 102 plf- OK

Combined I= 15,94 ln4 Actual Deflection= 0.330 < 1.008

OK

·'

HEADER WITHOUT OVERHANG

(Determines the Maximum Span Length of a Certain Size Header)

Roof Live Load = Roof Dead Load =

Member: Try: b= d= Module Width =

Overhang Length = Deflection Criteria, U when supporting drywall ceiling)

w=

Grade: Fb= E= Fv=

450 plf

Maximum Bending length, lb = Maximum Shear length, lv =

Maximum Deflection Length, Ld =

HF#2 Cf= Cfu= Cd=

4.69 ft 8.61 ft 5.16 ft

HEADER WITH OVERHANG


Member:

1.5 1.1

1.15

13 Roof Live load = Roof Dead Load =

60 psf 15 psf Try:

b= d=

3 -2"x411

12ft. IBll~linches

4.5 inches 3.5 inches Module Width =

Overhang Length = Deflection Criteria, U 180 (U240 when supporting drywall ceiling)

w=

Fb= E= Fv=

525 plf

Try: 3 - 2"x4" 850 psi

1300000 psi 150 psi

Maximum Bending Length, Lb = Maximum Shear Length, Lv =

Maximum Deflection length, Ld =

HF#2 Cf= Cfu = Cd=

4.34 ft 7.47 ft 4.90 ft

1.5 1.1

1.15

11/11/2008

HEADER WITHOUT OVERHANG



Member: Try: b= d=

4.5 inches Module Width =

Overhang Length = Deflection Criteria, Ll

5.5 inches

when supporting drywall ceiling)

w= 450 plf

Grade:IE-11 Try: HF#2 Fb = 850 psi Cf= 1.3 E = 1300000 psi Cfu = 1

Fv= 150 psi Cd= 1.15



6.54 ft 13.54 ft 8.11 ft

HEADER WITH OVERHANG



60 15

psf psf

Module Width = 12 ft. Overhang Length =liljl!~;~~linches

Member: Try: b= d=

19 3- 2"X6u

4.5 5.5

inches inches

Deflection Criteria, Ll 180 (L/240 when supporting drywall ceiling)

w = 525 plf

Try: 3- 2"x6" Fb = 850 psi E = 1300000 psi

Fv = 150 psi



HF#2 Cf= .1.3

Cfu = 1 Cd = 1.15

6.05 ft 11.73 ft 7.71 ft

@ 11/11/2008

--~------------------------------------------'

'·

PL YWOOO BEAMS SPAN CALCULATIONS (no flanges) APA SUPPLEMENT #5

Proposed Span = 25 ft. Wind Speed= Module Width= 12 ft. Wind Exposure= ·

Roof Live (Snow) Load = 60 psf Roof Dead load = 15 psf Roof Slope=

Wind Uplift= ·18.634 psf Slope Type: Beam Heel Depth = 30, ln.

Beam Layers = . 4 Module Length = tb= 0.272 ln. Lb= 26.23 ft. Is= 0.676 in. Lv= 57.52 ft.

Fb= 3300 psi Fv:::: ' 190 psi

Lb/180= 1.75 in. ActUal= 1.08 in.

E= 1980000 Lv/180= 3.83 in. G= 90000 Actual= 23.29 ln.

LDF= 1.15 lfl= 25 ft. Wind,w= -112 pW 0.90 =U 335 Gravity Loads

Gravity, w= 450 plf -0.22 =U -1362 Wind Uplift Effective, w = 391 pW(w/LDF)

c= 15 in. In= 1836 ln.4 !'Jl!AXIMUM RIDGE BEAM SPAN: It= 2448 in.4 26.23 ft. Q= 122 · Peak Dept~- 37,5 inches K= 1.2

Ase. 60.84 in.2 DEFLECTION CRITERIA: . 335 MUST BE GREATER THAN 180

(240 when •panning over 30ft.). MUST. BE GREATER THAN·240

Note#1: Above plywood values assume the use of 112" Struct.l, Slayer, 5 ply plywood. Nota #2; The roof dead load is the weight of the materials used to make up

the roof. I.e.· rafters, decking, finished roofing, beam, suspended ceiling . • Standard 20 or 30 psf roof live load: 10 psf -40 to 60 psf Snow Loads: 14 psi -80to100psfSnowLoad: 18psf -Add 3 psffor each layer of drywall on the roof

90 c

0.25 c

. 60

OK

OK

#f:JNN'I! ¥.'/

MPH 5 0

:12 C=Complex S = Single Slope ft.

.. __________ _

COLUMNS 11/11/2008

(No Lateral Loading)

COLUMN FORMULAS COMPLY WITH THE 2001 NOS REQUIREMENTS. SPREADSHEET CALCULATES THE MAXIMUM COLUMN LOAD.

Member:~ Grade: l_j_J

b= 3 d = 5.5

Try: 2 • 2"x6" Try: HF#2

Length = I . 99

Orientation = I 2 Snow?: _ N

-1(1 = parallel, 2 = perpendicular) Fe= 1300 psi Cd = 1.25 E = 1300000 psi Cm= 1

(Least Radius) d = 5.5 inches Ct = 1 b = 3 inches Cf= 1.1

Length Factor= 1 Kce = 0.3 Le = 99 inches c= 0.8 Kf= 1

Ud = 18.00 Fee= 1204 Fe*= 1788 psi

Cp= Allowable Fe'=

Pall= Bearing Stresses (If Applicable):

Fcp- 405 psi Area = 16.5 in2

Cb = 1.13 Allowable Bearing Load =

!ALLOWABLE LOAD :;::

Tributary Ridge Beam Span: Roof Dead Load = 12

Roof Live Load Module Widths 20 psf

. 10ft .. 46,99 ft. . ,, '

12ft, 39.16 ft.

· .. · • 1'1-· ft. 33.56 ft.

-16ft:. 29.37 ft.

psf

0.5438 972

16038

7518

7518

60 20,88 17.40 14.92 13.05

0

(Usually 1.0) (Usually 1.0)

(Usually 0.3, 0.418 for glulams) (0.8 for lumber, 0.9 for glulam)

psi

lbs.

lbs.

LBS.

psf ft. ft. ft. ft.

Note #1: When using SYP lumber, make sure the member size in cell F8 matches the member size in F7.

Note #2: The post orientation as determined by cell C11 Is critical. The user of this spreadsheet must understand which orientation is critical for the post location under consideration. Post normally will buckle in the direction of the least dimension. The orientation should be changed so that the smallest number appears in cell C14. However, when the least dimension runs parallel to a wall in which the post is located, the least radius will then be the larger number. (As I said, It's a bit confusing.)

Note #3: For roof loads other than those shown above, use the below equation:

(Allowable Load) x 2/ (Module Width) I (Roof Live Load+ Dead Load)

Note #4: The tributary ridge beam span is equal to the sum of the spans along the ridge beam on each side of the post under consideration divided by 2.

COLUMNS 11/11/2008



Member. ~ Grade: l_1_j

b= 3 d= 3.5

Try: 2 .. 2"x4" Try: HF#2

Length= I 99

Orientation = l: · . 2 Snow?: . N

"l(1 =parallel, 2 =perpendicular) Fe= 1300 psi Cd = 1.25 E = 1300000 psi Cm= 1

(Least Radius) d = 3.5 inches Ct= 1 b= 3 inches Cf= 1.15

Length Factor= 1 Kce= 0,3 Le= 99 inches c= 0.8 Kf= 1

Ud = 28.29 Cp= Allowable Fe' = Fee= 487

Fe• = 1869 psi Pall=

Bearing Stresses (If Applicable): Fcp = 405 psi

Area= 10.5 in2 Cb = 1.13 Allowable Bearing Load =

!ALLOWABLE LOAD = Tributary Ridge Beam Span:

Roof Dead Load - 12 psf -Roof Live Load

Module Widths 20 psf 10ft. 29.90 ft. 12ft. 24.92 ft. 14ft. 21.36 ft. 16 ft. 18.69 ft.

0.2449 458

4806

4784

4784

60 13.29 11.07 9.49 8.31

0 I inches


(Usually 0.3, 0.418 for glulams) (0.8 for lumber, 0.9 for glulam)

psi

ibs.

lbs.

LBS.

psf ft. ft. ft. ft.

Note #1: When using SYP lumber, make sure the member size in cell FS matches the imember size in F7.

Note #2: The post orientation as determined by cell C11 is critical. The user of this spreadsheet must understand which orientation is critical for the post location under consideration. Post normally will buckle in the direction of the least dimension. The orientation should be changed so that the smallest number appears in cell C14. However, when the least dimension runs parallel to a wall in which the post is located, the least radius will then be the larger number. (As I said, lfs a bit confusing.)


(Allowable Load) x 2/ (Module Width) I (Roof Live Load + Dead Load)


(j

"

COLUMNS 11/11/2008



Member:~ Grade: UU

b= 3.5 d= 5.5

Try: 411X6" Try: DF#2

Length= I 99

Orientation = I 1 Snow?: . .N

l(1 = parallel, 2 = perpendicular) Fe= 1350 psi Cd = 1.25

0 I inches

E= 1600000 (Least Radius) d = 3.5

psi Cm= 1 Inches Ct= 1


b= 5.5 inches Cf= 1.1 Length Factor= 1 Kce= 0.3 (Usually 0.3, 0.418 for glulams)

(0.8 for lumber, 0.9 for glulam) Le= 99 inches c= 0.8 Kf= 1

Ud = 28.29 Fee= 600 Fe*= 1856 psi

Cp= Allowable Fe'=

Pall= Bearing Stresses (If Applicable):

Fcp = 625 psi Area = 19.25 in2

Cb = 1.07 Allowable Bearing Load =

!ALLOWABLE LOAD =

Tributary Ridge Beam Span: . Roof Dead Load - 12 psi -

Roof Live Load Module.Widt~s .. .20 psf

'.: 10 'ft .. ' 66.53 .ft. .. 12 ft.' ' 55.44' ft.

:14ft. ' 47.52 ft. 16.ft. 41.58 ft.

0.2979 553 psi

10645 Jbs.

12852 lbs.

10645 LBS ..

60 psi 29.57 ft. 24.64 ft. /'

21.12 ft. 18.48 ft.

Note #1: When using SYP lumber, make sure the member size in cell F8 matches the member size in F7.

Note #2: The post orientation as determined by cell C11 is critical. The user olthis spreadsheet must understand which orientation is critical for the post location under consideration. Post normally wiil buckle in the direction of

. the least dimension. The orientation should be changed so that the smallest number appears in cell C14. However, when the least dimension runs parallel to a wall in which the post is located, the least radius will then be the larger-number. (As I said, It's a bit confusing.)


(Allowable Load) x 2/ (Module Width} I (Roof Live Load+ Dead Load)


---·_I

& I·BEAM CHASSIS FLOOR JOIST f!f!!IJ.'SJ/li:J

{2003 I.~.C.)

= Floor D.L. =

Partition D. L = Concentrated Load = # of Effective Joists= Load)

=

at 16 in.o.c. Fb= 850 psi

5.50 Fv= 150 psi 6.25 E= 1300000 psi 7.56 Cf= 1.3

20.60 Cr= 1.15 Ch= 1.57 Cant. Span

Methodology assumes simply supported center span and fixed end supported cantilevered span.

SIMPLE SPAN UNIFORM LOADING ONLY

w= 93 plf Bending: M= 9625 in-lbs

fb= 1273 psi < 1271 psi OK 1.002 Shear: V= 344 lbs

fv= 63 psi < 296 psi OK 0.212 T.L. Deflection, d = 0.367 ln. =L/ 271 OK L.L. Deflection, d = 0.262 in. =L/ 379 OK

CONCENTRATED LOAD w= 0 pll


Shear. V= 0 lbs fv= 0 psi < Fv= 296 psi OK 0.000

CANTILEVERED SPANS UNIFORM LOADING ONLY

w= 93 pW P= 0 lbs.

OVerhang Length = 21.23 inches Bending: M= 1753 psi

fb= 232 psi < Fb= 1271 psi OK 0.182 Shear: V= 122 lbs

fv= 22 psi < Fv= 236 psi OK 0.094 T.L. Deflection, d = 0.004 ln. =LI 5974 OK L.L. Deflection, d = 0.003 in. = Ll 8364 OK

CO~CENTRATED LQAD w= 0 pli

u Pdl= 0 lbs


Shear: V= 0 lbs fv= 0 psi < Fv= 236 psi OK 0.000

---------------------------------------

0

COMMERCIAL MODULAR LATERAL ANALYSIS {2003 I. B.C.)

Building Properties:

: : :

Number of Modules Module Width

Module Length Sidewall Heigh Parapet Heigh

t;·

t: : : :

6 11.83

60 12 0

. 0.

10

20

ft. ft. ft. ft. : 12 R1ches sf p

p sf

Design Loads : :

Basic Wind Speed Exposure

Importance Facto r.

: : ? -

State Coverage

Box or Rlgld Frame Use Group

Roof DiaJlhragm Info

90 c 1 1 6

Most Bo• '1

5 1.21

Wind s eismlc

C~loradO·· Most, All) (

( 1,2, or3}

11/11/2008 w Shearwall Lengths Double Sided

Shearwall? Endwall1: 49.98 ft ITJ Endwall2: 44.98. ft

Sfdewall1: 37 ft. Sldewall2: 39 ft

2 Exterior Siding Code: I · 2

1 3/811 Plywood 2 7/16" Smartpanel

Roof Slope Roof Dead Load Roof Live Load

Ext. Wall Dead Load Endwall Overhang Sidewall Overhang

Wind Design

: :

6 ·o

p sf I nches nches

sheathing~ · .o.s Un. thick (.375" OR 0.5") -12.4

3 X..go Masonite or Hardipanel 4 5/16H Hardlpanel

: 0 I Seismic Design (2003 IBC Simplified Analvsis)

5 1/2" Duratemp 6 5/8" Duratemp

Roof Slope= Peak Roof Height;;:

0.00 degrees 0 ~= ~00 Fa = 1.352 (Assume Site Class D) 12.00 ft. S1= 0.129 Fv = 2.284 (Assume Site Class 0}

Peak WaU Height= Roof Ext. Height= Exposure Factor=

12.00 ft. R= 6 Sds = 0.505 4 D 0.00 ft Roof Diaphragm Dead Load, W = 55162 lb~

xWdl xWdl

Sd1 = 0.196 3 C

Importance Factor= Least Bldg. Dim=

6

•= End Zone Size =

Sidewall:

1.21 1

Seismic Base Shear, V = · 0.1009 A.S.D. • V/1.4 = 0.072

SEISMIC DESIGN CATEGORY D

60 ft. rho= -0.268 8N r1 = 0.100 3 Usable Rho= 1.000 r2• 0.111 6 ft A.S.D.·E(V<Rho)= 0.072 xWdl SW r3 = 0.135

12.0 ft. r4 = 0.128 Total Seismic Load, E = 3978 lbs. rmax= 0.135

tnt. Zone, WI= End Zone, We=

Load to Shearwal! = Min. Load to SW =

Endwell: Int. Zone, Wl =

End Zone, We= Load to Shearwall =

Min. Load to SW =

61.71 92.93 2168 1800

62 93

2533 2129.4

Total Wind Shear at Shearwall:

plf plf lbs. lbs.

plf plf lbs. lbs.

At EndwaU, Vx = 2186 lbs. At Sidewall, Vy = 2533 lbs.

Roof Diaphragm: Diaphragm Unit Shear:

vx= vy=

31 42

plf plf

ROOF DIAPHRAGM•NAILING:

Shearwalls:

Endwalls1: ShearLoad= 2188 Actual Unit Shear= 44

Wind Design Intermediate Values EndZoneWaii(A)= 12.8 psf End Zone Roof (B) = 0 psf Int. Zone Wall (C)= 8.5 psf Int. Zone Roof (D)= 0 psf

End Zone Uplift (E) = End Zone Uplift (F) = Int. Zone Uplift {G) = Int. Zone Uplift (H) =

Total Seismic Shear at Shearwal!:

1 1 1

6"o.c ..

At Endwell, Vx= 1989 lbs. At Sidewall, Vy= 1989 lbs.

Diaphragm Chord Tie: Worst Case Location:

Sidewall Tie: Tyy = Worst case Location:

Endwall Tie: Txx =

29.39 407

3&17 665

ft. from endwell lbs. ft from sidewall lbs.

UNBLOCKED DIAPHRAGM

Sidewalls 1; Shear Load= 2533 lbs. Actual Unit Shear= 68 pif Effective Unit Shear= 68 plf Shearwall Type: 1 or5 I

Holdown Cae2city = 154 lbs. I Holdown Type: 1 I

Endwalfs 2: Shear Load = 2188 lbs. Sldewalls2• Shear Load= 2533 lbs. Actual Unit Shear= 49 plf Actual Unit Shear= 65

65

SHEARWALL NOTES: 1) Effective shearwall must have a height to width ratio of 3.5 to 1 or less. Only effective shearwalls should be used in

the above shearwalllengths. Wall sections 3'..0" or greater shall be assumed as meeting this requirement. • 2} When 3/8" plywood Is installed on the Inside of the shearwall, enter "Y" In the Double Sided shearwa!l section above.

plf

3) Wind analysis assumes enclosed buildings. This requires that buildings in Wind Borne Debris Regions (110 mph or greater) have opening protections. Either impact resistant glazing or impact resistant coverings. (7/16" wood structural panel meals this criteria provided the fastening is properly designed.

~15.4 psf -8.8 psf

-10.7 psf .-6.8 psf

30396.447 103680

·75061.35 -7452.9

9230.8975 153.84496

Parcel Detail Page 1 of4

Garfield County Assessor/Treasurer

Parcel Detail Information

Assessor/Treasurer Proper.ty~ch I Assesspr Su\:>.s~nerx I A.iiiiessor .. Sales Se.arch Clerk &;_Recorder Reception Sean;h

Pll!cel De.tilll I Yalue D.~tail I full~ De4til I E,esiden.lial/Commerdal ImprqyementJ)etail Land Detail I f'hQJ:i?graphs I Mill Leyy Re\lenues D.etail

I Tax Area II Account Number II Parcel Number IJ 2007 Mill Levy I I 024 II R042831 II 217919200717 II 45.837 I

Owner Name and Mailing Address

ISTRATEGIC ONE FINANCIAL INC

12710 THOMES AVE

ICHEYENNE, WY 82001

Assessor's Parcel Description (Not to be used as a legal description)

lsECT,TWN,RNG:l9-6-92 DESC: A TR OF

ILAND IN LOT 1 NW 1/4 AKA PARCEL 1

IJW WEAVER EXEMPTION PRE:R247034

IBK:807 PG:98 BK:807 PG:92 BK:545

IPG:40 BK:320 PG:274 BK:126 PG:613

IRECPT:756541 RECPT:730696 BK:1752

IPG:991 RECPT:687911 BK:1751 PG:632

IRECPT:687670 BK: 1751 PG:631

IRECPT:687669 BK:1751 PG:630

IRECPT:687668 BK:1751 PG:629

JRECPT:687667 BK: 1751 PG:628

IRECPT:687666 BK:1147 PG:480

IRECPT:551094 BK:0918 PG:0645

JBK:0899 PG:0357 BK:0814 PG:0918

IBK:0814 PG:0297

http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=217919200717

I

I

I

I

I

I

I

I

I

I

I I

I I

I

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115/2009

Parcel Detail Page 2 of4

Location

I Physical Address: 11556 352 COUNTYRD RIFLE I I Subdivision: I I Land Acres: I 13.3

I Land Sq Ft: I 0

I Section II Towns hi!! II Range I I 19 II 6 II 92 I

2008 Property Tax Valuation Information

II Actual Value II Assessed Value I I Land: II 180,00011 14,3301

I Im!!rovements: II 131,51011 10,4701

I Total: II 311,51011 24,8001

Most Recent Sale

Sale Date: 1112/1/2005

Sale Price: 11350,000

Basic Building Characteristics

Number of Residential 1 Buildings:

I Number ofCommllndl Buildings:

0

I Residential Building Occurrence 1 Characteristics I I 1 STORY: 111,620 I I TOTAL HEATED AREA: 111,620 I

I IISINGLE F AM.RES-

ABSTRACT CODE: )MPROVEMTS I I ARCHITECTURAL STYLE: IIMANUF ACTURED I I EXTERIOR wALL: IIMASONITE I

II

http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=217919200717 1/5/2009

Parcel Detail

I EXTERIOR WALL: jjSTONE VEN I I ROOF COVER: jjCOMP SHNGL I I ROOF STRUCTURE: !IGABLE I I INTERIOR WALL: IJDRYWALL I I FLOOR: jjsHT VINYL I I FLOOR: !ICARPET I I HEATING FUEL: jjGAS I I HEATING TYPE: IIFORCED AIR I I STORIES: IISTORIES 1.0 I I BATHS: j2

I ROOMS: /6

I UNITS: II I BEDROOMS: /3

I YEAR BUILT: //1990 I Ad!litional Residenti~ercial Irnpmvernent I2et!lil

Tax Information

I Tax Year II Transaction Ty~e II Amount I I 2007 II Tax Payment: Whole II ($1, 136. 76)/

I 2007 II Tax Amount II $1,136.76/

I 2006 II Tax Payment: Second Half II ($432.30)/

I 2006 II Tax Payment: First Half II ($432.30)/

I 2006 II Tax Amount II $864.60/

I 2005 II Tax Payment: Whole II ($868.68)1

I 2005 II Tax Amount II $868.68/

Top ofF>age AssesJ>QI_Datab!!SeSearch Qpti.Qns I IIe!llilll'er D<!t!lbase Search OptiQns

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The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices

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records.garfield-county.com€¦ · i garfield county building & planning department 108 8th...

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