HomeMy WebLinkAboutApplication-Permit.pdfGarfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601· Phone: (970)945·8212 Fax: (970)384-3470 Project Address 5250 CR 342 RD SILT, CO Owner
Information Phillip Danielson Parcel No. 245510400043 Address po box 331 New Castle CO SubdIvision Issue Date: 4/16/2010 Expires: 10/13/2010 Section Township Range 10 8 92 Phone Cell
970-948-0280 Contractor(s ) Phone Primary Contractor Required Inspections: Proposed Construction' Details Single family dwelling on crawl space. FEES DUE Fee Plan Check Fee Residential
Building Fee Total: Friday, April 16, 2010 Amount $824.30 $1,268.15 $2,092.45 Valuation: Total Sq Feet: FEES PAID $ 148,110.72 1934 Inv Total Paytype Amt Paid Amt Due Inv# BLRE-4-10-20159
$ 2,092.45 Check # 5149 Check # 5146 $1,275.43 $817.02 $ 0.00 Fo, '",p,,'ion. "II, 1 (970)384-5003 Inspection 'VR See Permit Record Building Department Copy 2
GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8lh Street, S ui te 40 I, G le nwood Springs, Co 8 160 I Phone: 970-945-82 12/Fax: 970-384-3470 /Inspect ion Line: 970-384-5003 www .garfi
e ld-county.com f.J, ~:J I parp~N;:~t~ tfOjation is avpa~e;~~ a;;;s;s ~~ 9705~-9b:J Ex ~ "" ~ il'" V\ ~Ul<;S-\ J4C6 -043 2 Job Address: (ifan address has not been assigned, please provide
Cr, Hwy or Street Name & City) or and legal description S ~ 1>0 C P. 3 <I ~ . 3 ItDf9r ,1=\: I Block No: Subd~ ,Exem p t ion : I r Ct-"t , ~rr" man $ k loti c)/.'fWl",tian 4 prner: (property
owner) h,ll ,x> j Oal1,-<IS,,1-\ Mai l ingB~dres3 fO. &-">1 13/~.JI ('Ctbtl~ Ph: 9ft LJ-0 '). f50 All Ph; 5 Contractor : Mailing A d dress: Ph: All Ph: 0"V I'l '< \'" Sa m-< Sak1,( 6
Arch itect I Engineer: Mailing Address: Ph: All Ph: 7 Sq. Ft. of Building: \~~ Sq. Ft. o r Acres of Lot: '·le ight: 18' No. of F loors: 1'3 1-II cr<) I 8 Use of Building: SF" ;")/t:-~1fI
r {rLW\ 2£:(\ re 9 Describe Work: "'~W , 5FD 10 C lass of Work: )(New o A lteration o Addition II Garage: Iv/G Septic: o Attached 0 Detached J(ISDS o Community 12 Driveway Pennit· .
GRB 10 -D -9 Owners valuation of Wo rk: $ 1;).0,000 . 00 NOTICE Authority. This application for a Building Pennit must be signed by the Owner of the property, described above, or an
authorized agenl. If the signature below is not that ofthe Owner, a separate leUer of authority, signed by the Owner, must be provided with this Application. Legal Access. A Building
Pemlit 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 pemlits lIlay
be required: (I) Stale Electrical Pennit, (2) COWlty ISDS Pennit, (3) another pennit required for use on the property identified above, e.g. State or County Highwayl Road Access or a
State Wastewater Discharge Penni!. Void I'crmit. A Building Pemlit 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 l 80 days IIftcr commencemenl. CERTIFICATION I hereby certify that I have read this Application and that the infonnation contained above is true
and correcl. I understand that the Building Department accepts the Application, along with the plans linn specifiClIlions IIlin ot her nMa submillcrl hy me or on my hchll lr(slIhmi tlals),
hascrl u(lOIl Illy certificalion a.~ 10 accnracy Assuming completClless of the submittals and appmval of this Applica tion, a Building Pennit wi ll be issued granting pennission 10 me,
as Owner, toconslruct the structure(s) and facilities deta iled on the submittals reviewed by the Building Department. In consideration orthe issuance of the Building Pennit, I agree
that I 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 appl icablc land use
regulations (Counly Regulation(s». 1 acknowledge thai tile Building Pennitmay be suspended or revoked, upon notice from the County. ift he location, construction or use ofthe struc ture(s)
and faci li ty(ics), described aoove, a rc not in compliance with County Reguill tion(s) or any other applicable law. I hereby grant pennission to the Building Department to enter the
property, described above, 10 inspect the work . I further acknowledge that the issuance of the Building Pennit does not prc\'ent the Building Official from: (I) requiring the correction
of errors in the submitta ls, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility( ies) ifsuch is in violation of County Regulalion(s)
or any other applicable law. Review Of tJlis Application. including submittals, and inspections of !he work by !he Building Department do not constitute an acceptance of responsibi lity
or liability by the County of errors, omissions or discrepancies. As the Owner, I acknowledge thai responsibility for compliance with federal, state and local laws and County Regulations
rest with me and my authorized HgeTllS, including without limitation my architect designer, engineer and! or builder. I UEREBY ACKNfWLEDGE T A I HAVE READ AND UNDERSTAND THE NOTICE &
CERTIFICATION ABOVE' d?Jv) PJ~ OWNERS SIGNATURE DATE STAFF USE ONLY ~nf{)~Q0{T~n3\.l'c'("\H ~~\lv 'P1;'~\M 'l"\. ~~lOr Tf> ~P. IS'>OIiil\((". Adjusted Valuation: IJlan Check Fee: Permit
Fee: Manu home Fee: Mise Fees: t40((o .7'2-624 :30 1'~f6>S. 16 ISDS Fee: Total Fees: Fees Pa id: Da lanc,e _Due:, 8)' No & Issue Dare: ISI)S No & Issued Date: P.~ 11C,I1 '/)(J ,z{0~-,
4b 1'X11-·0~ 1~1~ Lr~ -1~11---2EDt-\50 \ Setbacks: OCC Group: Const Type: ZOningf2--Wu IR-u R1~DEPT: \ \ 1/(4.{(8 PLN~T: ~ ~ ~\\~ L~~_~~~~ 1/{4/1(2 APP OVAL DATE APPROVAL ttl. TE
The following items are required by Garfield County for a final Inspection: I) 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 !BC 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 tinal inspection sign off by the Garfield County Road & Bridge Department
for driveway installation, where applicable; as well as any final sign offby 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
Building Plan Review Description of Work: Single family dwelling on crawl space. Bin #: B-3 Location Address: 5250 CR 342 RD SILT, CO Case Manager: Ken Smith Plan Case Number: BLDG-4-10-6383
Parcel: 245510400043 Application Date: 04/09/2010 Building /_____ Engineered Foundation J _____ Driveway Permit ___. ..v.:_ _ Surveyed Site Plan PS'f'{\)ltl( 6 Septic Permit and Setbacks
_____ Grade/Topography 30% __. .../:_ __ Attach Residential Plan Review List V _____ Minimum Application Questionnare ___-' --' _S ubdivision Plat Notes ___--_-_ Fire Department Review
___ V'--__ valuation Determination/Fees V -----IRed Line Plans/Stamps/Sticker ___ V __ ,Attach Conditions ___ V~~-'APPlication Signed 7 _____ IPlan Reviewer To Sign Application ___'_
/_I Parcellschedule No. ____-_ 1 _.4 0# Snow load Letter -Manu. Homes A~f1/jO \'. ~ .f.LW Soils Report Wednesday, April 14, 2010 Contacts Owner: Phillip Danielson Applicant: Phillip
Danielson Applicant Phone: 970-948-0280 Email: Planning/Zoning v _____ 'Property Line Setbacks _____ ,30ft Stream Setbacks _____ ,Flood Plain ___V __I Building height _____. .Z.. oning
Sign-off _____ IRoad Impact Fees _____ HOAlDRC Approval ~ _____ Grade/Topography 40% _____ Planning Issues ------SSubdivision Plat General Comments: UVIN6 17Df~ t h4.~ u ·Mpqj 1-MI[)(
~4 c-PAVVL. 170ft( 1cJ <1 " (1.72.5~f , 12-.. s's;'20 :< (£';%
GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS AL TERA TIONS And MOVED
BUILDINGS [n 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. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE SUBMITTEDFOR
ALL APPLICATIONS. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. A[so, please
consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires
the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical
codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist
at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at [east IS"x24" and drawn to scale.
Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the
finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor
joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule.
A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind
exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted
must be in compliance with the 2003 IRC, and 2006 IECe. 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(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or
greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously
surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure
to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed
structure located within the envelope. Yes V 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 corner lot. Special setbacks do apply. V 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 lines, wells (on subject property and adjacent
properties), streams or water courses? yes ____ _ 4. Does the site plan indicate the location and direction of the County or private road accessing the property? ____ Yes (./' -----2
5. Have you provided any RESOLUTIONS and/or LAND USE PERMIT(S) associated with this property? yes_ ____ if Yes please provide a COPY. No_ _t ..--/__ 6. Are you aware that prior to submittal
of 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
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 government or any combination. You
can contact the Road & Bridge Department at 625-860 I. See phone book for otheragen~ Yes, ___ _ 7. Do the plans include a foundation plan indicating the size, location and spacing of
all reinforcing steel in accord~ with the IRC or per stamped engineered design? Yes, ___ _ 8. Do the plans indicate the location and size of ventilation openings for under floor crawl
spaces and the clearances required between wood and earth? Yes V No -----9. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits?
Yes------No-----10. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea
level), floor loads and wind loads? Yes, __~_ II. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction?~ Yes _____ _ 12. Does the
building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes---~---13. Does the building section drawing or other
detail include the method of positive connection of all col umns and bel!Jlls? Yes---~----14. Does the elevation plan indicate the height of the building or proposed addition from the
undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat ro~Building height measurement usually not to exceed 25 feet) Yes ____ _ 3
15. 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 v---16. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes. _____ No _--'~'______ _ 17. Does the plan include
a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes ~ 18. Does the plan include a window
schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes ~ 19. 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, _____ _ 20. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated
on the plan? /Yes ~ 21. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision pr~ss, are building plans in compliance with
all plat notes and/or covenants? Yes ~ 22. 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 revocatio~stantial modification of the plans. Yes, ____ _ 23. Will this be th~ residential structure on the parcel?
Yes No Ifno-Explain: _____ _ 24. Have two (2~plete sets of construction drawings been submitted with the application? Yes, ___ _ 4
25. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes ~ 26. Have you designed or had this plan designed while considering building
and other construction code requirements? Yes V 27. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes ~ 28. Does
the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes L---/29. Do you understand that approval
for design and/or construction changes are required prior to the application of these changes? Yes ~ 30. 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 an)' "Road Impact~r "Septic System" fees required, at the time you pick
up your building permit? Yes .~ 31. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following
business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in t0384-500~ Yes No. _________ __ 32. Are you aware that requesting
inspections on work that is not ready or not accessible will result in a $50.00 re-inspecti.gn fee? Yes ~ -----------33. Are you aware that you are required to call for all inspections
required under the IRe including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? ~ Yes. _________ _ 5
34. 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 lRC? Yes v----35. 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 insp~ Yes. _________________ _ 36. Are you aware, that
on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit
application? Your attention in this is appreciated. Yes ~ 37. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes ______~
____ -_ (please check with the building department about this requirement) 38. Do you understand that if you are planning on doing any excavating or grading to the property prior to
issuan~a-building permit that you will be required to obtain a grading permit? Yes . 39 . Are you aware that if you will be connecting 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 Certifica~GCupancy? Yes ____ _ 40. If you anticipate obtaining a water tap from
the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter. Yes I hereby acknowledge
that I have read, understand and answered these questions to the best of my ability. Ci~0 J!)~1~-1-/-9 -/0 Signature of Owner Date Phone: 'f'/()-C(fjl-(.-0 '2\10 (days); ____5 _,, _"_
' _>.{_ __________( evenings) 6
Project Name:_----'--5-'--F-"D"---___ ---'P~M'_'_;_) ___'D.=_=(::I"______'I1_;_-(_I__=5'__(}"'_'_t.-]__'___ ___ _ Project Address:-----'S=----::;l,-'--"'~__'()'------""C~r<'____"3 1
f_'___"':2.'__ ___________ 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. bpminreqsfMar2009 7
FROM PHIL DANIELSON FAX NO. ':f MiTek" Re: 5874 PHIL DANIELSON 719 486 7387 Oct. 08 2010 11:39AM P7 MiTek Industries, Inc. 7777 CI<I:I:Nl.II\CK l.J ,Nf 5ulf£109 CITIIUS IIEIGI'ITS CA
15610 USA FAX (916) 676 1909 TElEPHONE (916) 67" 1'100 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my dircc· supervision based onlhe paramerers
provided by Trusfab, Inc .. Pages or sheets covered by this seal: R31851696 thru R31851700 My license renewal date for the state of Colorado is f'.bruary 28,2012. June 29,2010 Ong, Choo
Soon The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss com.ponents "hown. The suitability and use of this component tor any
palticular building is tll ~ responsibility ofthe building desif,'Iler, per ANSl/fPl-2002 Chapter 2.
: .. ~OM : PHIL DANIELSON FAX NO. : 719 486 7387 Oct. 08 2010 11: 36AM P1 • ........ ---' .... .. .. -: =rOSFAB, INC. To: Reaction 181 ROAD 335 Nf.W CASTLE, CO 81647 V ALLEY LUMBER (Rlr'LE)
Joh Nurnbcr: 5874 (970) 984-2336 Fa.x..: (970) 984-3533 2495 RAILROAD AVe, Page: I --_._ ....... _ •... Pr~lccL: PlIIL DANmLSON Blo~k No: P,O, BOX 1579. BASALT 81621 Oule: 0612811016:1.;;50
Model: Lot No: RIPLE.C081650 ... _ .. _ ......... . , ---.-----•• ----.--.-.. r ... . .. ---" .... ... -_ ......... _-_ •...••..•.. , ... _._-.. _" .... _.cO~\~.~ct:.1 Site: . I Office:
i Deliver To: At;c(jul)[ No: VR "~~£~~~;i~~MS~ Designer: /Nwn"J' ; ~. (F) _~ __ . Salesperson; THAD W, GR BENE i (970) 625-9m ..... ... _. , Quote Number: NEW CASTLE, CO i P.O. Number:
139075 Qty: Truss Id: Span: Truss Type: Slope Reactions: ~ iA i 14.()0-OO I Joint 8 Joint D .6-:/~ ~~ 6 ! I COMMON 6.50i 1246.43 1246.43 ,&1 ~ .... )~ t~:~:: II" '''h ! 2X6/2X_~··i····_···
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IB COMMON ! 6_50 2496.94 2496.93 -~ ... _.)~?_~t:s:.!~~~. __ . 2X612X4 .. _--.. ----Ir --273.49 ._----27_3.. .4..9.. ---_. ... _--_ .. _-~ 2IB6-GAB 32-00-00 I JoinlA Joint S JoinLT Joint
l Joint V 2 X 6 DROP 1 6.!;o 216.06 21S.06 681.82 617.17 692.86 .A 'h.' 141 Ib~. 1;1;\1,;11 2X4/2X4 i -'~:JJ~i~!ie:: . --··-·· .. ·-. -22.04 ·87.98 -1.~.79 -89.46 ··-r·~-t ..... 32-00-00
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FROM PHIL DANIELSON FAX NO. 719 486 7387 Oct. 08 2010 11:37AM P2 --ft'-ius:: rype !2 x r~ nr..:op "I"Oiv-" -V~·· .. \! I,JHll OANIELS'6i:r---"""" R:)1051696 t .. " .. ___ _ :1 I .. I
.~ _ ..... _~~'?_'l-~*!n .. f'1.c,", (OPIl9f\~L.~...,._=.,._ .. "., ""', _, ,,_ 7.230 Ii Ap'" 222010 MI lek. Inouslries, 1m; MI'JII Jun 2 , 15::3~:30 20,0 P,lgt: 1 , ... ----·l~---··
. Vti·---------.. ~= , " .... I.~II ,,~ ... IL ,~. Ii '4-Q"~ \4-4~ •.•.•.• MJ' ,.,N .•• --I CSI .• :1" ... """ ... DEFL In 000) IJdefl Ud I PLATES Ven(LL) nla nla ••• I MT20 Ven(TL)
nla nla ••• HOI/!(Tl) 0.00 G nI. nla LOADING (pSI) SPACING 4_0_0 Tell 40.0 Pl3le&lncreSise 1.00 (Roof SnOW=40.0) 00 reDl 10.0 lumber IncreSise 1. Rep Stress Incr NO Bell 0.0 CodQ IRC2003fTPI2002
~PL ..... 1PA .. __ .L _________ L TG 0.30 Be 0.17 WB 0.24 (MiWix) ~ _ L-__________ __ I Weight 431b LUMBER TOP CHORD Z)(4SPF2100Fl8E aOT CHORD 2 X 1 SPF 2100F 1.SE OTHEAS 2 X 4 WW Stud
R!!ACllONS All bearings 14-0-0. (Ib) -Max H=A=148(LC 8) BRACING TOP CHORD eOTCHORO JOIN,S Max Up:ift All uplift 100 Ib or !ass atjoint(s)A. G, K.I except l;:;'122(LC 9), H:;'122(lC Q)
2·0·0 OQ purlins (&-0-0 max.) (Swi1ched from sheeted: Spacing> 2-0-0). Rigid ceiling direcdy applied or 10-0-0 oc bracing 1 e.rnce a' Jt(s}: D Max Grew All reactions 250 Ib or less atjoint(s)
except A=395(lC 2). G:::::35i~(LC 3), J=420(l.C 1), K;;;647(lC 2), L=9?6(LC 2). 1=647(LC 3). H=928(lC 3) FORCES (Ib) -Max. Comp.iMax. r en, -All forces 250 ObI or less except when shown.
rop CHORD A-B=-2501121. F-G=-250t121 WEBS D-J=-328/0, C-K=-598/114, B-L='-7~SI1Sa, e:.I=-5S8J114, F·H=-755115B NOTES 1) Wind: ASCE 7-02: 90mph: TCDl.=S,Opsr. eCDL.=5.0psf; h=25ft: B=45ft;
L=24rt.; e<lve=2ft; Gill. II; Exp C; enclosed; MWF'RS (all heights); cantilever left and right expOSed: end vertical left :;Ind right exposed: lumbar DOL=1.33 plate grip DOL=1.3:) 2)
Truss designed for wind loads in the plane 01 tile true;~ only. For studs exposed to wind (normal to the f<lce). see Standard Indt.lstl)' Gable End De1ails as applicable, or consul!
qualWed building designer as per ANSlrrPI 1-2002. 3) TelL: ASCE 7-02: Pf=40.0 psi (!1at roof snow); CategolY II; Exp C; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered
for this de!;.ign. 5) Gable requires continuous bottom Cho(d bearing. S) Gable stud$ $~ced at 2-0-0 ~c. 7) This truss has been designed rOf Q 10.0 pst bOttom chord live load nonconcurrent
with any olner live loads. 8) Provide meCl"ll"lnical connection (by olhers) of Iruss to bearing plate c<3pable of withstanding 1 ao Ib uplift al joiM(S) A, G, K. I except OI=lb) L=122.
H=1~". fI) Thi$ lfu$.-;; i.~ d"'~igl'lP,d 11"\ ;':Iccordance with 'he 2003 Inlernalionar Reaidenlia1 Code sections RS02.1 1.1 and RS02.1 0.2 and referenced stMd<'lrd ANSI{fPI1. 10) D€lsi!ln
asSUm~ 4x2 (flat orientation) purlins "1 OC spacing indicated, fastened to truss TC w/2-10d nails. LOAD CASE(S) Srandsrd .A WARJ.,7.NG. vuifJl d .. ~w" p(j..vmlll~·"" .mdREAD-NO'1'£S
ON THIS, .11;."0 'WCLlJDlID -"ftT1C/( Ill>n'fi:l>NCS PAGE .'dI.l,7173 BEFORE USE. tle~~ volld !O~!.)ro. Ortly 'JAm MITe-I( COl"\neCfM. T'11S desiOr'I.iS based only u.oon parQrnelers
snown. ond ls 101 on inoiv.<;!l.)O'll)vI'OinOl c:omoonElf'lt. APPliCability Of ¢'EI$ign porom~nl~fi on(J proper Incorporcj\on otcOI"l""lPOOem is resporuibility of OUi!Oing designe.·
nol1rull desig:"'Sf SfocinS !mown I ts for IQ:croi SUPDOrl Of lM'f1dVa1 web membe.15 only. AddilionoI ~emDoroy brodng 10 ~~lJre sroblHry du~nl1 COnS!M::lion is the reS:>onsib~~:y O:t!1E1
i a~lor •• Addiliol'lOI palmOnen~ brocing of Ihc OV~Olj ST!\JCtura r~ tM 1&Sp¢r.Sibiliry 011\""1", bv~din61 cosigner. ~or 91'JMf"Q1 gVloonce-rtt90!d"LflO i k}t)fICOIlOn. quofilY COMITO!.
$IQrOgec, O~Rvcry. ~cl1on oM broci~lJ, conSUl! ANSI/tl',1 ~uclltyt:rfllllffa, Ose,,'9 01'10' 8CSn lulldlno Com.l)On~nI L--':~~gflon avonoble from Tnm PIma lr.snrure, SB3 D'OnoTllo Drlvp.,
M()~n. Wl537i9. • ... " .. *, .. -.,'):I~ GRIP 1'.;9/123 FT=20% June 29,2010
FROM PHIL DANIELSON FAX NO. 719 486 7387 Oct. 08 2010 11:37AM P3 ':PiY~'" ··'!"PHII. UANIt:LS6'i·:r----·-··'·" " I~" . ;COMMON I __ _ iJobRero!:~(I.C!!l_!.'~liDn<1l) •..•... ,.. ". __
J )'.230 s Apr 22: 2010 MiT .. /( Industries, Ir..~. ~"on Jun l \ l!i':lf\ 29 2010 ~·.:.ge 1 '·IM .--------••. I··· .,~ ''''''''i I 1 I I~ y'_1~1~-O.if..?!=*. ,(X. .). ').: LOADING (P'Q
SPACING a.o.o TCll 40.0 Plalestne ... ,. 1.00 (Roof Snow=40.0) be I 1 00 TCDL 10.0 lum r ncreilse . Rep Stress. Incr YES BelL 0.0 Code IRC2003fTPI2002 .~B~C~D~L~ _ ~'~O~.0L-__ L-_ LUMBER
, CSI DEFL TC 0.30 Vert.(ll} SC 0.24 Vert(TL} WB 0.18 Horz(TL) (M.l1iX_) ._--..... Wind(Ll) " .... , ... "'----, .... ",.-,-.• 'I;.~ in (100) IJdeft Ud PLATES GRIP -O.OS D-F ;.999 380
MT20 1191123 -0.10 D-F :>999 '.0 0.02 D nI. n!O -0.01 B-F >999 240 Weight 55 lb FT=20% TOP CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD 2 X4 SPF 2100F 1.ae BRACING TOP CHORD eOTCHORP Structural
wood sheathing diroctly applied or "-0·0 00 purlios. Rigid ceiling directly applied or 10-0-0 oc b(Qclng. WEBS 2 X 4 'WW Stud MlleJ.: recommends fI',iii:'Stabiilzers"an',freq"Uired ccoss
bradng be installed dunng trL!Sa. erection. in accordance Vilh Stabilizer 'nst8J1a~.en..9~!~!?:._ ... _" ..... REACTIONS (Ib/size) 8=996/0-5-$ (min. O.le9), D;996fo-5-B (min. 0-1-9)
Max Horz. B=-82(LC ;) Max UpliftB=-1 59(I.C 9), O ... '59(lC 9) Max GravB=1246(LC 2), D~1246(L.C 3) FORCES (Ib) .... Max. comp./Max. Ten .• All forces 250 (Ib) or less except when shOwn.
l'OP CHORD B-C=-1074/107. C-D=-10741107 BOT CHOA() a.F=01794. D·F=on94 Wf.BS C·F=0/288 NOTES 1) Wino: ASCii 7.02; 90mph; TCDL=5.0psf; BCDL=5.0psf: h=25Ft B=45ft l~24f1; eave::::4fr;
Cat. II: e.~p C: enclosed; MWFRS (all heighIS); cMliIcve( left and right exposed: end vertical left and fight expOSed; lumtler DO',~1,33 pl(3.1e grip 00\..:;1.33 2) Tell: A$CE! 7.02;
Pf=40.0 psf (flat roof snow); Category II: E'I<p C; Fully I$xp.; Ct;:;1.1 ' 3) Unb."'IIIanced snow loads have been considered for this design. 4) Thlg; tru£,!'; 1'Iag; be.en de3igned
for greater of min roof live loa(l Or 16,0 pSf or 2,00 ~mes 111.'41 roof I03d of 40.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0
psf bottom CI'Iord rive load nonconcurrent wltn any other live load$. 6) ProviCSe med1anical connection (by others) oflruss to bearing plate capable or withstanding 100 It> upllrt atjolnt(s)
except (jt::=lb) 8=159, D=159. /') This truss is designed in accordQnce with 1M 2003 Intem8ltionsJ Residential Code sections R502.11.1 and RB02.10.2 and referencc.-d standard ANSlfTPI1.
LOAD CASE(S) Standard June 29,201 0
FROM PHIL DANIELSON FAX NO. 719 486 7387 Oct. 08 2010 11:38AM P4 "XBDROP _1'' __ ~,-.' "----:-R~~~ °tf,s:e.!~.QC'''': "OADING tp.n Tell 40.0 (Roof $no"",40.0) TCDL 10.0 SPACING 4-0-0
Plates Increase 1.00 16·{lO Be O.OS VertfTl) n/a. nfa 999 WB 0.65 Horz(rL) 0.01 S n1a nla BCll 0,0 BCDl 10.0 Lumber Incresse 1.00 Rep $lre-ss InC( NO Code IRC2003fTPI2002 ~~I 0.19 e~~kl)
J~ (Ioe) I/~~: 9~~ 11 ~6ES .---,-__(M_ a_"_lx_) _----'-_ ._________ •. ~eight: 141 Ib LUMBER TOPCHORD 2X4SPF2100F1.SE BOT CHORD 2X4SPP'2100F1.eE OTHeRS 2 x 4 'WW Slud ~EXcepl:r J-AA,I-AB,K-Z:
2 X 4 $?F 2100F 1.8E .. BRACING TOP CHORD BOT CHORD wees 2·0-0 ocpur1ins (6-0-0 max.) (Swilched from sheeted; Spacing =-2-0-0). Rigid cailing directly ap;llied or 10-0-0 oc bracing.
T-Brsce: 2 X4 SYP NO'.3 -J-AA .~ (jRIP '691123 fOr .. 2Q% Fasten (2X) T and I braces to narrow edge-of web .... ilh 10d (0.131"xl") nails. Sin o.c .• with 3in minimum end dU tance. Brace
must colier 90% of web length. JOINTS REACTIONS All bearings 32-0-0. (Ib). Max HOIZA=365(LC 8) Max uplift All uplift 100 Ib Qr less atjoint(s) A, S.AB.AC, Ab, Ali, AF, AG, AH, Z. y.
X. W. V. U. T Msx Grav All reactions 250 lb or less at joint(s) A S except AA=-426(lC 1), AB=738(LC 2), AC=672(I.C 2), AD=702(LC 2), AE=692(LC 2),AF.::!69S(LC 2), AG=697(lC 2), AH~662(l.C
2), Z~738(lC 3), Y=672(LC 3), X=702(LC :J), W=692(LC 3). V=693(lC 3). U'691(lC 3). T=6S2(lC 3) FORCeS (Ib) -Max, Comp./Max. Ten. -All forces 250 Ob) Of less except when s.hcrwn, TOP
CHORD A·au.2B5/27? B-C=-2S41253. H.I=-1811300, I·J!!·2021372, J.K.:·202/372, K·I.=·1S,/300 WEBS J-M:::l·346/JO, I.AB=·658111'. H-AC=-592J133. F-AD=-622/1JO, E:;·AE"'-61:2/129, D-AF':':.6121129.
C-AG=-6221132. B-AH=-578/118, K~.65B/111, L.Y:;-S921133, N-X=-5221130, O·W=-6121129, P-V=·612/129, Q.U;=-6221132, R-T=-578/119 NOTES 1 Brace at J!(S}: J 1) Wind: ASCE 7·07.; sOmph; TCOL=S.Opsf;
BCDL=5.0psf; h=25n; Bl:!45tt: L~S2ft; eave:!.2ft; Cal. II; Exp C; enclosed; MWFRS (all Migms): cantilever left ~nr1 right E"-XPO!\ed; end vertical Jell and ngl'lt expOS&d: Lumber OOL;::;;1.3J
plate grip OOL-l,a;;! 2) Truss desigMd fOf wind lo~cts in the'plane of the tru3S only. For studs exposed to wind (normal [0 tI'le race), see Standard IndUstrY Gab!e End DaLai!S. tlS
<lpp!iC<lblf!. or com:ult qualified building deSigner as per ANSlfTPI 1 ~2002. 3) Tell: ASCE 7-02; ?t--40 0 f)Sf (f1'-1t roofE;now); Category II; Exp C: FUlly ExP.; Cl:::1.1 4) Unbalanced
snaN loa& have been considered for1hls design. S) All plates are 1.5x4 MT20 unlGss otMlWise Indicated, 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0
oc. 8} This truss has been deSignM for a 10.0 psf bottom chOrd live load nonconcurrent with any other live loads, 9) Pro .... ide mechanical connection (by others) of truss to bearin9
ol-ate capC'lb!e of wllhs!;)nding 100 lb llplift atjoint(s) A, $, AB, AC'~"'~I:::::; AE, AF, AG, AH, Z. y, x. W, V, U. T. 10) This truss is designed in aecordCll'lea wiU1 tM 2003 Intema-liona!
~e!';ldenti31 Code !:.ectJong RS02.11.1 and RB02.10.2 and referenced s.tandard ANSIfTPI1. 11) Design assumes 4x2 (flat orientation) purlins at oc spaeing Indlca[Q(f, rast9ned to 1russ
TCw/2-1 ad nails. 12) Warning: Additional pennanent and stability braCing for ifuss systQm (nOI part of this component deSign) is always (equifed. LOAD CASE'{S) Standard June 29,2010
FROM PHIL DANIELSON FAX NO. 719 486 7387 Oct. 08 2010 11:38AM P5 " ;']00 .. --·-·----ji.,(o·e,s i::>I:!i'4 --r:~::;:e-------'" "1 oiy---rPiy ' .. , ! r~HIL ()ANJElSON""-·---·· I ...
___ ... __ ..... . .. L _____ . __ .... I ru~~raj), New Cas.t!~, C(~ elS47 ...J. __" _ __ ,," .1 \ i _ --.JJOb ~e'ersn~.(op'KlrMll __ .• _ 7.23U:li I-Ipr 22 ~10 MITek InCluMes, Inc.
MM Jun 2 ~ 15'~ ~1 ~Ol'" ;:"ge 1 .'" ~. ----+1---·· -'~7S:-~.~;'------+1 ------". :~~~~~~~~~---~~--~.~ .. ~ .:~.:~~:.J.~~t:~~~~~~~~~~::)~~~~~~::~~======::==~~::~~~::~~~~::~~~~::::====--------_~JaLe
Offsets {X n: rB:O.2.9,~~.?·.~.9.U~;:~~~-'~I.Q.:9-1OJ [K:0-4-0 0-3-01 •. ':" LOADING (psll Tell 40.0 [RoOf Snow~40,O) 23-0.0 :t;!-~ 7-0, ........ :.~. . -. ---< TCDl 10.0 BCll 0.0 ,BeQ'!'
10.0 LUMBER SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress tncr YES Code IRc2ooa/TPl2oo2 CSI DEFL i" (Ioc) TC O,6S Ven(lL) -0.16 H.J Be 0.S8 Ven(TL) -0.36 H.J J WB
0.30 .J _(Ma_trix) --L--'_ __ _ HOI1!(TL) 0.12 H Wlnd(Ll) 0.06 H.J IIdMI lid PLATES 3RIP ~999 '60 MT20 169/123 ~999 \80 M. 01. :;0999 240 WOigl"ll! 146 Ib H=:!O% ---"-'.-"'--TO? CHORD
2 X6 $PF 210<lF 1.8E BOrCHORD 2 X4 SPF 2100fll.aE BRAOING TOP CHORD SOT CHORD WeBS StrtJC1urai wood sheathing di(ectly applied or 4·1·14 OC pur1ins. Rigid ceiling directly applied or
10-0--0 OC braCing. WEBS 2 X 4 SPF 21 OOF 1.Bf! pF.xc.epIP 1 Row at midpt C-K. G-K C-l.G.J: 2 X 4 WW Stud Mil'el< recommends thslStSbiiiZer6'and'j-'eqUirea cross br;cing be installed
dul'il\g truss erection. in accordance Nith Stabilizer J':'.5:t~.lIa,~!l.l], ,g!-lid~:... ... __ REACTIONS tlJ:)lsize) 8=2076/0-5-9 (min. 0-3-3), H=207610-5·6 (min, 0-:3-:3) Max Horz
a:~·184(LC 7} Max UpliftB=-273(LC 9), H::;-·273(LC 9) Max GravB=2497(LC 2), H0l"249i(LC 3) FORCES (Ib) -Max. Comp.fMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD
6·C;;;·3416/326, C-D=-21321289. D-E=·19451319. E-F=·lS1S1318, F~G;::;p2132J2S8. BOT CHORD WEBS NOTES G-H~-3416J326 B-L~-14a/2703, K.~;;.14a/2703, J-K=-1-48/2703, H.J=-14812703 C-L=0/334,
E-K=-148/1239. G-J::::O/J34. C·I(;:·14SS/1S3, G-K;:"-14SS/1 83 1) Wind: ASCE 7-02: 90mph: TCOl,l.ts.opef; aCOL=5.0pe.f: h=25ft: B=45ft; l=24ft; eave=?ft; C3t, II; E~p C; enclosed; MWFRS
(3/1 heights): cantilever left and right ~xpot:(;d ; end v.;(ticat teft and right exposed: lumber OOl=1.33 plato grip DOl=1.33 2) TCll: ASCE 7-02: Pf=40.0 pst (flat r001 snow); Category
II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loMs h,"lV(,~ been considere<l for 1his. design. 4) This truss has been designed forgr0Qte( of min roof live load of 16.0 psf or 2.00
times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) 'I'his lruss h~~ been designed for a 10.0 pSf bOttom chord live load nonconClJrrenl with any other
live loadli. 6) PrOvide mcchColfli~1 connection (by others) of (russ to bQarino plale capable of with sian ding 100 Ib uplift aljainl(s) e~pt Ul=lb)· 8=273, H~273. 7) TIli$ \(11$$ i$
de8igne:cI in accordance with the 2003 International Residential Code sections R~02.11,' and RS02.1 0.1. and (eferenced standard ANSlfTPI1. LOAD CASE(S) Standard June 29.2010
FROM PHIL DANIELSON FAX NO. 719 486 7387 Oct. 08 2010 11:39AM P6 : j~b-"----'-' I jTrullJl ; ---Truss Type ::.:.:f/4 !c SCISSORS ···-1~Y--r~·· -1 I PHIL ·6;\Ni,:csiiN ..... -------.
R'18517~ ~ '-"" _,,,_,_"': .. I. .....• _lob Rclcr~=:Jf!PY.?!:l;!!I) •.. ----' .., ,\' O· ._---....i ; .ao 1$ MJr 22 2010 Mir9k.lnd'lwit;~. Inc MCIIl,/un 21 1Co:;;'Q:3-5? 10 P39~ 1 I.
. _____ ___ ; . ______ . __ Tn.!$.~F;lb. Nf.\\' r.,53I1e. CO h 1647 __ ~ _ --'l~L' ----+---]:=:t ··1 . --·---'i'~8,~1~9---... --.. ,._. ~~fJ-----i': ,7!-l ~.a II ~:---.. ~._. ~;:~. -.
~ .. ,_ ..... ··-·"-·-}f~.: ............. H. _ ,,~~} . P:l.~(e OffselS (X V): ..r~p':.4,:.~.,Ed9~LlP·O-4-0 0-4.81~ !F~p.-_~-q ..Q -4-81 [H:0-4-1 Ed~.~', rl...:?;§.:_~.,.Q:~'-J!Ol ,"
LOADING (psf) Tel.1. 40.0 (Root $now=40.0) TeOL 10.0 SPACING Plates Incre::SlSe Lumber Increas0 Rep Stress lI\¢r 2·0..0 1.00 1.00 YES sell 0.0 BCD' lQ,.Q ... _ .. _.'-____ _ Coda lRC200Jll'PI2002
aSI DEFL ;n Te 0.32 VenM) ·0.34 Be 0.69 ven(Tl) ·0.64 WB 0.48 Horz(TL) 0.50 (MatriX) Wind(ll) 0.12 000) Vdan L >999 J-L >595 H nI. L !>999 Ud 360 lBO n/. 240 32'6.0 &.~:!-.. --" .. PLATES
MT20 Weight: 147 Ib IjR1P . 69/123 FT=20% LUMBER TOPCHORD 2X6SPF2100J#1.8E BOT CHORD 2X4 SPF 2100F 1,8E BRACING TOP CHORD BOT CHORD Struc.turjl wood sheathing directly appri~ 6l' 3-8-9
OC purlins. Rigid ceiling directly applied or Hl-O-O 00 bracing. wEBS 2 X 4 WW Slud ~e:xcePt· E-!.,O.L,F.l: 2 X 4 SPF 2100F 1.8E MiTek recommend's thai'si:.i'bTIizars Md r(.'CIuired
cross br~cing be installed during tnJS'S erection, in accordance \ ~ith Stabilizer on"'EY~$ 2 x 4 WIN Stud 1f)~!.~.\I~.tion guide. . .J W"_OGE l.eft: 2 X 4 SYP No.3, Right 2 X 4 Syp
NO.3 REACTIONS Oblsize) B=2676/0-5-a (min, o.3·1), H=207G/O-,s...8 (min. 0-3-1) Max Horz8=185{lC 8) Max UpUft8;·273(Le 9), H;-273(LC 9) Max GraIJB=24Q7(lC 2). H~<A97(lC 3) FORC~ (Ib).
Mal(. Comp.nJlax. Ten. -All forces :2S0 (Ib) or less excepl wMn shown. TOP CHORD B_C=.SS181-493, C-D=·5108J429, D-E=·3S851318. E-F=-35851J18, F-G!:!·S108/429. G.H=-SS1 B/493 BOT CHORD
B·N"-33g/4Q49, M·N=-198/4123. l-M=·1 S9/414S, K·L;:·1 69/4145, J-K=·19S/4123, H·J;:·S3914949 WEBS E-L=-175/2754. C·N;;04811144, D-N=-6/620, D-L=-1394/208, f'·L=·lS94/Z0a, P·J;:..ef620,
G·J=-4811144 NOTES 1) Wind: ASCE 7-02; 90mph; TCOl=5.0psf; BCDL=5.0psf; h=2Sft; 8;:45ft; L=24ft; ea ..... e=2ft; Cat II', Exp C; encJosed; MWFRS (QII heights); ,.,ntilever left and right
axposed : ~n<J lJenicai left: and right exposed; Lumber DOL=1.33 plctle grip DOL!:!1.33 21 Tell: ASCE 7.02; Pf=40.0 psf (flat roof snOw); Category II; El£P C; Fully El£p.; Ct=1.1 3)
Unbalanced snow loads have been considered for this design. 4) This. truss has beQn dMiQM:d lor !lrc~lIer of min roof live load or 16.0 psr or 2.00 times flat rooi!oad of 40.0 Dsf on
overhangs non·concurrent with alMr liva lOads. . 5) This truss has been designed ror a 10.n psr bottom chord live load nonconc:urrent wilh artY other live loods. 51 Bearing 3tjolnt(s)
B. H considers parallel to !lfdin v~luF,! u!iing ANSIfTP11 angle to graifllormula. Butldlng designer should verify capa~ry of bearing surface. 7) Provide mechanical conne.ction (by otherS)
of truss to bearing plate c;l.pable of 'Withstanding 100 Jb uplift at joint(s) except (jt=lb) B;273. H;273. ~) Tnls truss is designed in accordance with The 2003 International Residential
COdlZl sactions R502.1 1.1 and R802.10.2 ilnd rerer st<'lndard ANSIITPJ 1. LOAD CASE($} Sianda.rd June 29,2010 7177 QI<'El'l'lt ;tclt L". Suj[~~ 109 ..... .. _____ . _____ L~,,~.~"~'~H~o;~"~\'
!.!~~. Sl5~.~~ .... _,. .• _____ ._
BUILDING PERMIT GARFIELD COUNTY, COLORADO INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB Datelssue~l\-\b-~O\O permitN~~t-l\-\Q~\S\t'] 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 granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described
structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. use __~ __~ ~ __~ ~ _____~~ ~~~-1==~.L~~~~~~~~~~~~~~~~~~
______ __ Address Q[ Legal Description 5 Owner r ~o.~'e.\$O'" )!? • Building PermitType _______________________ _______ ____ _ This Card Must Be Posted So It Is Plainly Visible From
The Street Until Final Inspection INSPECTION RECORD Footing Foundation I Grouting ~ Underground Plumbing tfl./A11i:tt 6? -v''f--(f Rough Plumbing 1'0 t:r/~~ s 4'".,<?~ Y e:?!< '7-Z'7-/CJ
5(VC/Rough Mechanical /<!;-r~ oft. /o-g--/O~ ~ ~ ek.df of' ~~Cl4:? /-II-/I~ Ele~tJ,~c ~ough (~ ~ate ~or) /0; f//O ! ~; f/~/'~ r?"7 (Prior to Framing) Framing /O-<6-t'oa~}J~~ (to include
Roof in place & Windows & Doors installed & Firestopping in place) Driveway Insulation -~ /-11-11 ~~~ CfAaJL oK Drywall Electric Final (by State Inspector) r.S/g-//~a-; (Prior to Final)
Septic Final FINAL 0-#-/1 (You Must Call For Final Inspection) Notes THIS PERMIT IS NOT TRANSFERABLE Inspection Call 970-384-5003 Office 970-945-8212 108 8th Street, Suite 401 Glenwood
Springs, Colorado 81601 DO NOT DESTROY THIS CARD APPROVED Date _______ _________ By _________________ __ PROTECT PERMIT FROM WEATHER DAMAGE (DO NOT LAMINATE)