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Home My WebLink AboutApplication- PermitProject Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Permit NO. BLRE-8-11-2176 Permit Type: Residential Building Work Classification.: New Permit Status: Active issue Date: 9/2/2011 Expires: 02/29/2012 Parcel No. Subdivision Section Township Range 10878 HWY 13 RIFLE, CO 212906400062 Owner Information Address Phone CeII Michael Andrew 10878 HWY 13 Rifle CO 625-3835 Contractor(s) Phone Primary Contractor Overholt Truss Yes Proposed Construction/Details Pre manufactured shed FEES DUE Fee Amount Plan Check Fee $117.81 Residential Building Fee $181.25 Total: $299.06 Valuation: Total Sq Feet: $ 9,216.00 0 FEES PAID Inv Total Paytype Amt Paid Amt Due lnv # BLRE-8-11-21360 $ 299.06 Credit Card $299.06 $ 0.00 Required Inspections: For Inspections call: 1(888)868-5306 nspection IVR See Permit Record Building Department Copy Friday, September 2, 2011 2 i Parcel No: (this information is available at rhe assessors office 970-945-9134) 21210441 Coo 6 2 Lot No: Block No: Subd./ Exemption: 2 Job Address: wan address has not been assigned, please provide ('R, HWY or Street Name & Pity) or and legal description 1 o:7g Him y, /3 R i Re_ co. g u rso 3 Owner: (property owner) Ali cL.+.) Air►olf 00 Mailing Address: (4 t /14 s Get 1087$ Nwyr i3 grasp Ph: 1 To- 64r-38SC Alt Ph: ?r 3 /- 6763 4 Contracto :M alert 011�-Ta,0s ' in Address: 47 . Co, 214/14 Ph: Alt Ph: 5 Manufactured home installer: Mailing Address: Ph: Lic #: 6 Architect: Mailing Address: Ph: Alt Ph: 7 En ineer: 4 4r &,plot_ /1 A ht A444 N Mailing Address:p ,/ Ri a•y► C,0 eoriiver rAr# PR , V 12 Ph: qra- Ifs -INSI Alt Ph: 8 Sq. Ft.ofSu ding: Sq. Ft. or Acres of Lot: f3 aGee.5 Height:! Y t it Na. of Floors: 9 Use of Building; SIResidential ❑Commercial DOther Class of Work: *Jew ❑Alteration DAddition DRepair Memo DMove 10 Describe Wor : 1 2'nfta.( era.. coralKaftsc .rJc SA 11- if 11 Garage: AMA- DAttached ❑Detached Septic: Mbit ❑ISDS❑Community Type of Heat: N/ie ❑Nat. Gas DPropane ❑Electric DOther 12 Driveway Pc it: rie Owners valuation of Work: Authority. This application for a Building Pemnit must be signed letter of authority, signed by the (tinier, must be Leta' Access, A Building Pemrit cannot be issued without NOTICE by the Owner of the property, described above, or an authorized agent. lithe signature below is not that or the Owner, a separate provided with This Application. proof of legal and adequate access to the property for purposes of inspections by the Building Department. (l) Stale Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or Wastewater Discharge Permit. 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 CERTIFICATION information contained above is true and correct. I understand that the Building Department accepts the Application, along with the plans behal f (submittals), based upon my certification as to accuracy. Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on that 1 and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Regulation(s)). 1 acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, above, are not in compliance with County Regulation(s) or any other applicable law. the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Permit does not prevent the 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 the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions for compliance with federal, slate and local laws and County Regulations rest with me and my authorized agents, including without UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: 0 - 3 /- Qo lr DATE Other Permits. Multiple separate pennies may be required: County Highway/ Road Access or a State Void Permit. A Building Pemit becomes nuts and void if the I hereby certify and specifications Assuming the submittals In consideration Code, ISDS construction i hereby grant Building of County Review of or discrepancies. limitation I HEREBY days after commencement. that 1 have read this Application and that the and other data submitted by me or on my completeness of the submittals and approval of this reviewed by the Building Department. of the issuance oldie Building Pemnit, I agree regulations and applicable land use regulations (County or use of the structure(s) and facitity(ies), described permission to the Building Department to enter Official firma: (1) requiring the correction of errors Regulation(s) or any other applicable law. this Application, including submittals, and inspections As the Owner, I acknowledge that responsibility my architect designer, engineer and/ or builder, ACKNOWLEDGE THAT 1 HAVE READ AND OWNERS SIGNAT E aUYIV' quo STAFF USE ONLY Special Conditions: Adjusted Valuation: Z/d, 06 Plan Check Fee: //7 4"/ Permit Fee; /8/z)- Manu home Fee: r Misc Fees: Total Fees: Z -V, o 6 Fees Paid: gq.oCc _ Balance Due: BP No & Issue Date: ISDS No & Issued Date: 0--gE --19)\,-,41 iv tA Setbacks: r5-0" P.Z 510 ' OCC Group: .50C Const Type: gc_ Zoning: R 2iV— 0// p . D / / l /� APP OVAL DATE AP ROVAL DATE _ ciy-fi l'c/ G(:)u -z 1y 108 8r° Street, Suite 401, Glenwood Springs, CO 81601 Ph:970-945-8212 Fx:970-384-3440 Inspection Line:888-868-5306 N5 NV %%,(!:!r Iced-colaitY.t:0111 BUILDING PERMIT APPLICATION Building Plan Review Description of Work: Pre manufactured shed Bin #: Location Address: 10878 HWY 13 RIFLE, CO General Information Contacts Case Manager: David Bartholomew Plan Case Number: BLDG -8-I 1-6977 Parcel: 212906400062 Application Date: 08/31/2011 1 Owner: Michael Andrew Applicant: Michael Andrew Applicant Phone: 625-3835 Email: Building Engineered Foundation Planning/Zoning f Property Line Setbacks Driveway Permit 30ft Stream Setbacks Surveyed Site Plan f Flood Plain /^,// Septic Permit and Setbacks Building height GradelTopography 30% Zoning Sign -off Attach Residential Plan Review List N// Road Impact Fees r Minimum Application Questionnare /1// HOAIDRC Approval Subdivision Plat Notes Grade/Topography 40% Api / Fire Department Review �. Planning Issues 7 Valuation DeterminationlFees Subdivision Plat / Red Line Plans/Stamps/Sticker General Comments: / Attach Conditions 1/4f kiko, 2/d- 0d' (_/:s saA,,1d Application Signed Pian Reviewer To Sign Application Parcel/Schedule No. /VC44 40# Snowload Letter - Manu. Homes /VASolis Report feo w, e //78/ /O4 m''/he r/6/' Z $ x2r, 2 99 06 Applicant: Job Address: Subd- Lol/block: FEE ESTIMATE FOR S/F STICK BUILT HOMES (ALL FEES ARE ESTIMATES UNTIL FINAL. PLANS ARE REVIEWED) c46..�[' /Ill dote tI.) k 8 78 /hwy. 13 ii i Fi4 Co, S fI ro FINISHED LIVING SPACE: UNFINISHED BASEMENT: CRAWL SPACE: sf X 74.68= sf X 41.00= sf X 9.00= _,,,..„../sgep UNCOVERED PATIO/DECK: COVERED PATIO/DECK: MISC: MISC: $/Z sf X 18.00= t 21 G .'i sf X 12.00= sf X 24.00= j TOTAL VALUATION: 9;2.1✓ ...lila° THIS SECTION WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING PLAN REVIEW FEE: PERMIT FEE: TOTAL: SEPTIC= PERMIT: PERC: GARFIELD COUNTY Building & Planning Department 108 8f'' Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www,garfield-county.com SINGLE FAMILY OR DUPLEX BUILDING PERMIT NOTE: In order to understand the scope of work intended and to expedite the issuance of a permit, it is important that complete information be provided. Please review this document to determine if you have adequate information to design your project and to facilitate a plan review. SINGLE FAMILY OR DUPLEX BUILDING PERMIT APPLICATION CHECKLIST This checklist is to be used with all single family dwelling construction. APPLICATION FORM: Please make sure the following information is provided on the application. • Parcel number obtained from the County Assessor's Office. • Job address (assigned physical address) • Legal Description: lot, block, filing, subdivision or tract, section, township and range. • Owners name, mailing address, phone, fax, or cell. • Contactors name, mailing address, phone, fax, or cell. • Architect/Engineer's name, mailing address, phone, fax or cell. • Building size, height, number of stories, lot size. • Use of building (residential) • Class of Work (new, addition, alteration, repair, demo, move, other) • Description of work. • Type of heating (natural gas, propane, electric, other). • Sewer system (Community or ISDS), also see other items below. • Garage (attached or detached). • Driveway permit (please see other items below) • Valuation (labor and materials) see attached worksheet. OTHER ITEMS: • If you anticipate obtaining a water -tap from the City of Rifle, please provide a letter indicating that the City will provide water service. (Required to submit building permit application). • ISDS requires a septic permit application to be submitted with the building permit application. • A separate electrical permit must be obtained from the State of Colorado Electrical Board. • Prior to submittal of a building permit, you are required to show proof of legal and adequate access to the site. This may include proof of right to use a private easement, County Road & Bridge permit, or Colorado Department of Highway permit, including a Notice to Proceed. The County Road & Bridge Department can be reached at 970-625-8601. • If you anticipate excavating or grading prior to issuance of a building permit, you will be required to obtain a separate grading permit. • If you belong to a Homeowners Association (HOA), it is your responsibility to obtain written approval, if required. • Provide copies of any Resolutions and/or Land Use Permits associated with this property. • Additional Dwelling Units may require Administrative Review. • Minimum dwelling dimension is 20 ft wide x 20 feet long. • A Colorado State Licensed Electrician and Plumber must perform installation and hook-ups, unless the homeowner is performing the work. BUILDING PLANS: Two (2) sets of plans must be submitted. Plans must be 18"x24" minimum size, complete, identical, legible, and to scale. All plans will be checked at the counter for completeness. If any of the required information is missing, the building permit application cannot be accepted. SITE PLAN: Please make sure the following information is provided on the site plan. • Property address/legal description. • North Arrow and Scale on each page. • Show all property lines, building envelopes, flood plain, and easements. • Provide setback distances from boundaries, buildings, septic, well, and waterways. • Location and direction of the county or private road and driveway accessing the property. • Proposed and existing structures include sheds, barns, decks, patios, and any other buildings. • Existing and proposed grade, positive drainage around structure (to be contained on site). • Streams, rivers, creeks, springs, ponds and ditches. • Existing and proposed wells, septic tanks, leach fields, and other systems. (if applicable) • Retaining walls (engineer stamped detail required for walls over four (4) ft, measured from bottom of footing to top of wall). NOTE: Any site plan depicting the placement of any portion of the structure within fifty (50) feet of a property line or not within an established building envelope shall be prepared, stamped, and signed by a licensed surveyor. For structures to be built within a building envelope, provide a copy of the recorded subdivision final plat with the proposed structure located in the building envelope. ARCHITECTURAL PLANS: Please provide the following information on the architectural plans. • Minimum four (4) elevations (N,S,E,W) indicate height of building measured from existing grade to the midpoint between the ridge and eave of a gable or shed roof or to the top of a flat roof. • Floor plans for each level including dimensions and scale noted. • Clearly label each room or space (bedroom, bath, kitchen, closet, etc). • Show the location of the mechanical equipment. • Building cross sections with construction details. • Window sizes, types, and operation noted on the floor plans or elevations. • Specify roof slope/pitch, roof covering, and siding materials. • Stair and guard details specifying rise, run, height and spacing. • Attic, roof, and crawlspace ventilation details. Indicate size and location of ventilation openings. • Minimum insulation shown for walls, floors, roofs/ceilings, slabs, basements and crawlspaces. • Provide stove and fireplace make, model, EPA or Colorado Phase II Certification. Masonry fireplaces shall be designed to the International Residential Code (IRC) requirements. STRUCTURAL PLANS: Please provide the following information on the structural plans. • Design specifications to include roof and deck snow load, wind and seismic design, frost depth. • Foundation plan showing complete footing and foundation dimensions. • Footing and foundation details specifying reinforcement and referenced on plans. • Framing plans for each floor level and roof. All beams, columns, joists, rafters, and trusses specified. Pre -manufactured structures require the engineers stamp, signature, and date. • Framing /connection details, braced wall lines, shear wall schedule, location and hold downs. NOTE: If any required information is missing, delays in issuing the permit are to be expected. If determined by the Building Official that additional information is necessary to review the application and/or plans for compliance, the application may be placed on hold until the required information is provided. Work may not proceed without the issuance of a permit. The building department will collect a Plan Review fee at time of application submittal. The permit fee, as well as any Septic or Road Impact fees will be collected when the permit is issued. The permit application must be signed by the owner or by person having written authority from the owner to act as their representative. Building cannot be occupied until a Certificate of Occupancy (CO) is issued. Using the building without a CO will be considered an illegal occupancy and may be grounds for vacating the premises. (Final/CO inspection requirements will be attached to your approved field set of plans.) hereby acknowledge I have read, understand, and will abide by the requirements of this checklist. 8-31- c2o l/ Signature of Owner Date Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: 970-945-8212 Fax: 970-384-3470 www.garfield-countv.com Permit Card Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE Permit NO BLRE-8-11-2176 Permit Type: Residential Building Work Classification: New Issue Date: 9/212011 Expires: 0212912012 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. Residential Building Parcel #:212906400062 Owner's Name: Michael Andrew Job Address: 10878 HWY 13 RIFLE, CO Owner's Phone: 625-3835 Total Square Feet: 0 Contractor(s) Phone Primary Contractor Overholt Truss Yes Work Description: Pre manufactured shed Inspection Scheduling Code Inspection IVR Comments Pass Date Footers 105 .62--?C�f,i7 Foundation Walls 110 Framing 115 Drywall 120 Final 125 (22/< '71704—' 9~ot 6 i/ Misc 135 Insulation 160 Grout 175 Mechanical 405 UG Plumbing 605 Rough Plumbing 610 Gas 620 ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call: 1-888-868-5306 - - - (J) k.r, .y....00 "-- 4-• v* "." • -4Z- .... —.. s•-• r) •-•-e.., .0., c\N Pro 1-4. 17; 1. c.,11.01,-1(1.) 1 3 Rifle Co 81 650 to (0-1 3111/(0-71.19 I liGovet ninatRd - Gookle titam, = Ruectional Pim EI,I.VIEP w 1» • •t X j1( F vorlte.:= Twit; Help x "AaPS 4PC 1 S cge Map 5serdi Lia Map Linla •Traffic a Yellow Paw Tools 111)Faatibook'161.4 078°F Fairfax,A Favorites 14 Elugc.rected - Free Hobnail L k 10878 Colorado 13, Rifle, CO 81ESO to CO -13 NICO-„. Web Images Videos Maps News Shoryiang Gmad inore Google maps 39 642049 -107 865797 Get directions My places t*: 2 e 10878 Colorado 13 Rifle CO 81650 e CO.13 tloC0-789 rt Government Rd Ado Destinaticl - Show option GET DIRECTIONS Suggesiec X CO -13 N CO -789 N Goveniinent 236 ft. 3 secs Rd Di . • 57 secs Driving directions to CO -13 N;CO-789 NiGovernment Rd (7 10878 Colorado 13 y Rifle CO 81650 Done 4 "es 0 En no • Page • Sticky • Tools.. 0. vi -W563: . . Earth Traffic fvjo-. a P459.corn - Directiorial a 1 oior ado 1.3, 'I, • 1.", • 1611." 164 • ••• • . . --• ;.••-• ff. -inetiv4; i•h".•,.:•..'" • '04,••lL • •0.6 6 "%IF% • •6 * • - - _ zf- -•• Photos Weather Weboams Labels 3e 642049.-107 0 n 641628 -107 0 •-• Driving directions... e Internet • 1013% " ---el,g04,0 1053 AM SIL 2 IE B BCH Job CK03882 Truss Ti Truss Type GAMBREL ATTIC Qty 15 Ply 1 Job Reference (optional) Overholt Truss, Delta. Co 81416, Dallas Overholt 7.140 $ Jun 24 2009 MiTek Industries, Inc. Mon Aug 29 18:11:58 2011 Page 1 9-4-4 2-4-4 13-7-12 2-4-4 11-3-8 9-4-4 16-0-0 2-4-4 Plate Offsets (XIV): [2:1-0-13,0-3-8], [8:1-0-13,0-3-2] LOADING (psf) TCLL 40.0 (Roof Snow=40.0) TCDL 10.0 BOLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code IRC20037TPI2002 CSI TC 0.51 BC 0.54 WB 0.24 (Matrix) DEFL in floc) I/deli Lid Vert(LL) -0.0810-11 >999 240 Vert(TL) -0.19 10-11 >982 180 Horz(TL) 0.01 8 n/a n/a Attic -0.07 10-11 1935 360 PLATES MT20 Weight: 106 Ib GRIP 185/144 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E 'Except' T1,T6: 2 X 6 SPF 2100F 1.8E BOT CHORD 2 X 8 SPF 1950F 1.5E WEBS 2 X 4 HF/SPF 1650F 1.5E (lb/size) 2=1389/0-3-8, 8=138910-3 8 Horz 2=136(LC TTOM ON Max6 Max Uplift2=-184(LC 7), 8=-184(LC 8) SIDE Max Gray 2=1528(LC 2), 8=1528(LC 3) BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 2-3=-1487/93, 6-8=-1487/80, 3-5=-769/137, 5-6=-769/132, 1-2=-0/108, 2-4=-11718, 7-8=-117/7, 8-9=0/108 BOT CHORD 2-11=-103/613, 10-11=-88/639, 8-10=-96/613 WEBS 4-11=0/1011, 3-4=0/881, 7-10=0/1011, 6-7=0/881 2X6RIM BOARD NOTES 1) Wind: ASCE 7-98; 9omph; TCDL=0.0psf; BCDL=0.0psf; h=25ft; Cat. II; Exp C: enclosed: MWFRS (low-rise) interior zone: cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) TCLL: ASCE 7-98; Pf=40.0 psf (flat roof snow); Exp C; Partially Exp. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other Iive loads. 9) Bottom chord live load (20.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 10-11 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 Ib uplift at joint 2 and 184 Ib uplift at joint 8. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC wl 2-10d nails. 13) Attic room checked for L1360 deflection. LOAD CASE(S) Standard PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION 7-C @Ifo Fs/ XL//6, /B PDF created with pdfFactory trial version www.pdfactory.com Job CK03882 Truss G1 Truss Type GAMBREL ATTIC Qty 2 Ply 1 Job Reference (optional) Overholt Truss. Delta. Co 81416. Dallas Overholt 7.140 s Jun 24 2009 MiTek Industries. Inc. Mon Aua 29 18:11:57 2011 Pane 1 Q O 9-4-4 2-4-4 13-7-12 2-4-4 11-3-8 16-0-0 2-4-4 9-4-4 Plate Offsets (X,Y): [2:1-0-13,0-3-81 [8:1-0-13,0-3-21 LOADING (psf) TCLL 40.0 (Roof Snow=40.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code IRC2003/TP12002 CSI TC 0.51 BC 0.54 WB 0.24 (Matrix) DEFL in (loc) Vert(LL) -0.0810-11 Vert(TL) -0.19 10-11 Horz(TL) 0.01 8 Attic -0.07 10-11 Ildefl >999 >982 n/a 1935 Ltd 240 180 n/a 360 PLATES GRIP MT20 185/144 Weight: 139 Ib LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E *Except* T1,T6: 2 X 6 SPF 2100F 1.8E BOT CHORD 2 X 8 SPF 1950F 1.5E WEBS 2 X 4 HF/SPF 1650F 1.5E OTHERS 2 X 4 HF/SPF 1650F 1.5E 1IL 2XPALQW (Ib/size) 2=1389/0-3-8, 8=1389/0-3-8 IE BbTTOM ON Max Hoa 2=136(LC 6) kCH SIDE Max Uplift2=-184(LC 7), 8=-184(LC 8) Max Gray 2=1528(LC 2), 8=1528(LC 3) BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-3=-1487/93, 6-8=-1487/80, 3-5=-769/137, 5-6=-769/132, 1-2=-01108, 2-4=-11718, 7-8=-117,7, 8-9=0/108 BOT CHORD 2-11=-103/613, 10-11=-88/639, 8-10=-96/613 WEBS 4-11=0/1011, 3-4=0/881, 7-10=0/1011, 6-7=0/881 2 X 6 RIM BOARD NOTES 1) Wind: ASCE 7-98; 90mph; TCDL=0,Opsf; BCDL=0.0psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) TCLL: ASCE 7-98; Pf=40.0 psf (flat roof snow); Exp C; Partially Exp. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) All plates are 1x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Bottom chord live load (20.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 10-11 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 Ib uplift at joint 2 and 1841b uplift at joint 8. 12) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 14) Attic room checked for 11360 deflection. LOAD CASE(S) Standard PREENGJNEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPE • . 76(6 e yoz95Z PDF created with pdfFactory trial version www.pdffactory.com NOTES DESIGN CRITERIA: APPLICABLE CODES: IRC 2009 WIND LOAD = 90 MPH (3 SECOND GUST) SNOW LOAD = 40 PSF ROOF DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 40 PSF FLOOR DEAD LOAD = 12 PSF SEISMIC DESIGN CATEGORY = B GENERAL: 1. THIS STRUCTURE IS DESIGNED FOR STORAGE USE ONLY. THROUGH THE USE OF THESE PLANS, THE OWNER EXPLICITLY ACKNOWLEDGES SUCH ANY USE AS LIVEABLE SPACE IS NOT PERMITTED. 2. THIS STRUCTURE 15 DESIGNED ONLY FOR USE ON THE LOT LISTED ON THESE DRAWINGS. ANY INTENTION TO MOVE THIS STRUCTURE WILL REQUIRE FURTHER ENGINEERING FOUNDATION: 1. STRUCTURE SHALL BE SECURED IN PLACE WITH 4" LACONIA ARROWHEAD ANCHORS WITH MIN. 3.5' BURIAL. 2 ONLY PRESSURE TREATED WOOD SHALL BE IN CONTACT OR WITHIN 6" OF THE GROUND. 3. ARROWHEAD ANCHORS SHALL BE PULL TESTED TO 1000 LBS EACH. FRAMING: 1. ENGINEERED LUMBER AND ! JOISTS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS' SPECIFICATIONS. 2. ALL LUMBER AND INSTALLATION SHALL CONFORM WITH LOCAL APPLICABLE BUILDING CODES AND WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD. min � i _ , h 7 %/_ 3.. ALL LUMBER SHALL BE STAMPED PER AN APPROVED GRADING AGENCY OR SHALL BE INSPECTED PER THE ENGINEER. SHEATHING SCHEDULE APPLICATION MATERIAL SPAN/INDEX EDGE NAILING FIELD NAILING ROOF 5/8" OSB 32/16 8d @ 6" O.C. 8d @ 12" O.C. FLOOR 3/4" T&G CDX 48/24 8d @ 6" O.C. 8d @ 12" O.C. SHEAR WALL 7/16" OSB 24/0 8d @ 4" O.C. 8d @ 10" O.C. 2x4 RIM JOIST (TYPICAL AROUND PERIMETER OF MAIN FLOOR SYSTEM U.N.O.) 32'4" 4" LACONIA ARROWHEAD ANCHORS WITH MIN. 3.5' BURIAL. (5) EACH SIDE. 2x4 FLOOR JOISTS @ 16" O.C. ‘ /GdeAn4C'L 0 (/2 0Si (/ooyt vg4)'n7 /51,/'idea x6 P.T. SKIDS (6 LOCATIONS) MAIN LEVEL FLOOR FRAMING PLAN '/s" OSB OR T1-11 PLYWOOD WALL SHEATHING 2x4 RIM JOIST (TYPICAL AROUND PERIMETER OF MAIN FLOOR SYSTEM U.N.O.) (5) 4" LACONIA ARROWHEAD ANCHORS WITH MW. 3.5' BURIAL F4-5 r5F 2x4 STUD FRAMING @24"O.C. 16'0" SCALE 1/2"=1 TOE NAIL JOISTS TO SKIDS. INSTALL PRESSURE BLOCKING BETWEEN JOISTS. 34" T&G CDX PLY FLOOR SHEATHING 2x4 H.F. #2 FLOOR - .';✓..fa. ' ,- r JOISTS @ 16" O.C. 4 4o- P.T. SKID (6 LOCATIONS) REVISI❑NS DATE BY _ce. -HA% Aklz l n4 e 73 F Fe/t/ Qquire ne ' . APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD DFP Elute / By LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page J J LLI 'll W CpM W UJ coW Q° uJ tip ‘q- ui W oo Q CO CC a) COLORADO of . 1 . MIN. 4" CRUSHED ROCK r rrsi NATIVE UND/STURBED SOIL V' �S 1� MAIN LEVEL FLOOR SECTION ti 1/2" = (AUGUST 30, 2011 BLRE-8-11-2176 aVentso ti/14, ?U&st \Nt Q y ' -e 40718 `moi c- .......=• si v 0 s m 0 C Q