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HomeMy WebLinkAbout4515 Robb StreetCity of Wheat Ridge Residential Roofing PERMIT - 201707613 PERMIT NO: 201707613 ISSUED: 09/25/2017 JOB ADDRESS: 4515 Robb ST EXPIRES: 09/25/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 14 sq Pitch = 4/12 *** CONTACTS *** OWNER (303)905-1814 MATTOX DIANA J SUB (335)664-0555 Harry Kahn 110209 Falling Rocks Roofing, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,100.00 FEES Total Valuation 0.00 Use Tax 86.10 Permit Fee 125.05 Investigative Fees 125.05 ** TOTAL ** 336.20 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. City of Wheat Ridge .. < Residential Roofing PERMIT - 201707613 PERMIT NO: 201707613 ISSUED: JOB ADDRESS: 4515 Robb ST EXPIRES: JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles 09/25/2017 09/25/2018 14 sq Pitch = 4/12 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that 1 am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with this permit. Hurt 'er attest that I am legally authorized to include ali entities named within this document as parties to the work to be performe a t lw ' k to be performed is disclosed in this docu men and/o its' accompanying approved plans and specifications. Signature of ' WNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired pen -nits is at the sole discretion of the Chief Building Off�ial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. "^ 6. The issuance or granting ofJ ennit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable cod ;or any ordin - ce or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. i FALLING ROCKS CONSTRUCTION, LLC 0 3640 S. Jason St., Englewood, CO 80110 am Phone: 720-227-0555 Fax: 720-227-9655 Email: fallinitrocksconstructionCo)email.com Re .062617 Customer,it - mt�tyy�% +,s `T, Insurance Co. & Phone: Address: g515 ,fie- S - Policy# / Claim a: city:1�?1� State:�_Zip: Srl� Adjuster: Cell Phone: 3v 3 - f o - / fr / S/ Adjuster's Phone / Cell: Work Phone: Jo 3 - q <& - /_3.2?� Adjuster's Fax: Email: Adjuster's Email: PreliminaXt ent I hereby authorize Falling Rocks Construction t assist mining t damages my property hal sustained due to hail, wind, or other perils on or about , meet with Vy insurter my behalf, and act as my reprjesentative in obtaining accurate property restoration estimates through correspon nce wce company. Upon the insurancejcompany's approval of the scope of damages and pricing, Falling Rocks Construction ill ph the repairs in a timely manner. Th homeowner's cost will be limited to the deductible, additional upgrades and other wok rr not covered by insurance. Property owner agrees to allow Falling Rocks Construction to do the work specified on the insu ny's estimate for the replacement cosi value (RCV) approved by the insurance company. If Failing Rocks Construction is una to obtain a settlement from my insurance m hi agreement s void and the property owner owes nothing to Falling Roc"nArluction for its efforts. Property owner agrees o provide Falling Rocks Construction with a copy of the insurance estimate within days of r ceipt if the claim is approved by the insurance company. Accepted by: Date: Failing Rocks Representative: Date: ROOFING: SIDING: Brand/Style of shingle: i� [v , Brand/Styleof5iding: Color Selection: Init. size: Color: _ Pitch: f12+_f12 Story(s): Fascia: Soffit: Tear off �9 Yes 13 NoLayers: Window Wrap: Vents: Tyvek: ❑Yes ❑ No Insulation: Yes ❑ No Felt: 15lb, ❑30lb..Syl� Ice/WaterShield: es ONO INSURANCE PROCEEDS BREAKDOWN: Valley Material: Per Code Ridge Material: Insurance Co. Replacement Cost Value (RCV')$ Pipe/HVAC Vents: R.Vents/Turbines/Turtles: +Homeowner Upgrades: Skylights #: Replace: ❑Ye o $ Drip Edge: LF / Color: snit. $ $ D�ec�king: $ per 4'x8' Sheet %a"058 or. _$JHr. + Mat'I. +Supplements/O&P added by Insurance Co. $ l_11R�lace all plumbing boots ❑ Vaulted ceiling aih +Permit Reimbursal if added by Insurance Co.$,_ I �F i Permit ❑ Open Cornice? Areas: Homeowner Returns & Credits: Roll Yard and Driveway with magnetic roller $ EI Protect Landscaping where $ applicable ❑ Going out of town from to ❑ Estimated Start/End Dates": = Total Price": $ ❑ Interior Damages? Y�N!Emergency Net Proceeds from Insurance Co. $_-- =Homeowner's Out Of Pocket expense (OOP) $ ❑Current Roof leak. Repair Needed. Y/N (aOOP ExpenmK,negatre bm,homm—keeps ddsamomn Special Instructions:_Dolng flat roof area? If so, state colors for PAYMENTS: Date Chk# Amount roof and drip edge: Deductible/Out of Pocket Expense $ First Check/Down Payment (ACV) $ GUTTERS:' Gutter size, rJ ,A 6" ❑ ReRlace All ❑ Other_ Additional/Supplemental Payment $ JK5 Length E� P_ `fV Downspout Length LF Additional/Supplemental Payment $ Downspout . "x3" ❑ 3"x 4"0 Replace All ❑ Other Final Payment $ Color: Gutter G ua rd Type' Firs insurance check due upm contract sign:g old payment in fal is due uim compietimunkssaherweeaswil to rn wnting. Supplvnmral insurance medesare also dueu eQim from In tante company lm work ComplmM. Additional Notes: IV O Terms: $ Downpayment. $ Due upon roof completion. Remaining balance due upon receipt of funds f m insurance company. Total price, RCV and final wvment may be adlusted by insurance co. to Include additional supplements. permit reimbumal, and overhead & profit. Homeowner upa ade, also Increase total mice. This contract authorizes Falling Rocks Construction to complete all work stated above. Property owner agrees to forward payments made by he insurance company only to "Falling Rocks Construction, LLC" upon receipt as payment for the work outlined above, unless otherwise agreed to in writing. Supplemental imounts may be added by the insurance co. before OR after the work has been completed if they feel it is owed to Falling Rocks Construction for work performed. Failing 1 locks Construction is a general contractor and is entitled to overhead and profit from the insurance company for job management if granted. Payments to Falling Rocks con ction are held in trust until materials are delivered to the she. Payment for above work shall be due upon completion. In the event that payment is not received withirr 10 days after completion, any remaining balance shall be subject to a late fee of 2% per month from the day of completion. Customer shall also be responsible for the cost of ollecting said debt and will be additionally liable for all court costs, collection agency and attorney/legal fees. On insurance -related construction contracts, the insurance company's most recent estimate becomes our most recent estimate because we operate on the same third -party generated regional price lists that the insurancetympanies to determine fair prices for contractors, which are updated monthly to all insurance companies and Failing Rocks Construction. Colorado law prevents us from paying, a awing, or rebating an rt of insurance dedu�t..,bl addendums and/or change orders made are also a part of this contract. Accepted az Date: 7 Falling Rocks Rep: AL�A)12_ Dane Lovett From: no -reply@ ci.wheatridge.co.us Sent: Wednesday, September 20, 2017 9:18 AM To: CommDev Permits — Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 4515 Robb St Property Owner Name Diana Mattox I Property Owner Phone 303-905-1814 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Field not completed. Yes Mattox 4515 Contract.pdf CONTRACTOR INFORMATION Contractor Business Name Falling Rocks Construction Contractor's License 245685_.=. Number (This is a 5 or 6 digit number for the City _ of Wheat Ridge) Contractor Phone 720-227-0555 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 3640 S Jason St Englewood, CO 80110 (Primary address of your business) Contractor Email Address fallingrocksconstruction@gmail.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or fallingrocksconstruction@gmail.com 14 4100 No Pitched roof (2:12 pitch or greater) 10 submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Harry D Kahn III Email not displaying correctly? View it in your browser. 12 both? (check all that apply) What is the specific pitch 4/12 of the PITCHED roof? How many squares are 14 part of the PITCHED roof? Describe the roofing Owens Corning Duration materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additional House detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to 11 e ! i CITY OF WHEAT RIDGE Building Inspection Division l / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 9 Kj .6 Job Address: 44- S 1 S'" �A A C -f Permit Number: �-(� / s' n ,/ X 7 'Pt 'r P f bupr) ❑ No one available for inspection: Time C�, % AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 3 /' /-2 Inspector: DO NOT REMOVE THIS NOTICE EE City of ]��CrWh6ap4 11E +r O'g' leBuilding & fnspecHon Services Division 11 W. 21P Ave., Wheat Ridge,CO 80033 +► - i vx: 303-237-8929M Inspection 303-234-5933 Building Permit AppliCation s s • ••s� s c W, t # +w s t s s ♦ w s ss —WAWOUR marl, Address: Robb City, State, • ss- • 8Q,033 s s Championss • s s303-376-0745 • kparkman@getchampion.co r s s 12Ms s Mechanical: WR City Uc@nse Complete all information on BOTH sidles of this form 10-15-2015 415 HOUSE DIAGRAM ..ri_ga_ -+-�+y yds tEi6ioat#)» e r ,��I M" ttmtl " t1 6r » X ' / S'r V ri K sr George Jorgenson 3150001 24 i 3� A 1 f r d QR CODE i. CaFl�tt? �s�q i Bi #A +YACIG &Wl NP SPR M WW�4. VMR VIT CJ R DE LEGEND, ^fi/ R # TyYg`' ` v TfA f SNYa7 ICL -L1 w}Y rµ WNW" W7r—*d5W t 4LC OWi2Py } y .5 #M��� N wR C piF�PFg'9sVqKy r4wyf€Try' xpp-pw yiT.. {Yd yA�RyW {T{{Wg� ^ 2LCGLRD S E+ Sp y � S 4� p 6 g +p a F LL VR igy ' y� �j y�.y� IN x S � p. psi. `i+ryry '. L LV C I 0.0 ir� lfi� Locegg R L4AV 1yyf F1F y !t !'7 TE.. 7f8.. 3 x Piz 70�x .,�A x x A x R 4 x R 5 x A x 6 x R T x x a x A x x x z x 10 x x z x z 11 T A A 12 X 13 x 14 `' x x & A S#iOP INSTRUCTIONS {RA"M41 r of xwIIvGwwTyr a•#•two [a 8200 Series Foam Enhanced Vinyl Frame 1 JIMMIM wwwwaw r� 0 M I LIOUDIV r1utl CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 093934 Issued: 01/05/10 Stipulations: Reroof 13 sqs and Replace Rafters and Install New Trusses This certificate verifies that the building constructed and/ or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 4515 ROBB ST Parcel Number: 39-212-00-035 Owner: Jorge Jorgensen 4515 Robb St Wheat Ridge CO 80033 Contractor: For the Following Purpose: Residential Roofing Co Editions NO change shall be made in the USE of 003 ICC/2005 NEC this building without prior notice 2003 ICC/2002 NEC and a new Certificate of Completion 1997 UBC/2002 NEC from the City of Wheat Ridge. Sprinkled System Zoning Administrator FICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 01/06/10 08:46:13 City of Wheat Ridge Page 1 bp701-1s PERMIT INFORMATION - 093934 ..okay PERMIT INFORMATION: Permit#: 093934 Address: 4515 ROBB ST Permit Type: Residential Roofing Parcel Cd: 39-212-00-035 Permit Dt: 11/09/2009 OWNER: Jorge Jorgensen Expires: 05/08/2010 Address: 4515 Robb St City/St/Zip: Wheat Ridge CO 800 33 LAND PARCEL INFORMATION: Zone Cd: Unassigned DO: 1 SetBacks-Front: 0.0 Furst Use Unassigned Last Zone Dt: Left: 0.0 Subdivision: Unassigned Annex Dt: Right: 0.0 Cont Type: Miscellaneous Lot: Block No: 0 Back: 0.0 Legal: JOB DESCRIPTION: Reroof 13 sqs and replace rafters and install new trusse FEES QTY DUE PAID: Permit Fee 30,000.00 574.35 574.35 Plan Review Fee .00 373.33 373.33 Total Valuation 30,000.00 .00 .00 Use Tax 30,000.00 540.00 540.00 1,467.68 1,487.68 CONTACTS: owner Jorge Jorgensen 4515 Robb St Wheat Ridge CO 80033 3034561329 sub CL1 PG Construction Services Inc. PAMELA L.R. GOEF 7114 W. 44th Ave. Whea t Ridge, CO 80033 3039690763 PARCEL INFORMATION: 10 Structure Type RANG 20 Year Built 1949 30 Property Type RESID PERMIT CONDITIONS: KC: Approved per plans and notes on plans. Subject to field inspection. Must comply with 2003 IRC and all applicable Cit y of Wheat Ridge Municipal Codes. APPROVALS: REQUIRED INSPECTIONS STATUS: Type Description Required By Completed On Mid Midroof Insp. 11/18/09 POP Roof Inspection 01/05/10 PERMIT NOTES: 11/09/09 CREATED FROM APPL# 09-0404 11/06/09 Additional site plan turned in. Given to KC for review. 11/04/09 Given to JS for review. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 2 SHE:Sheathing/Sheer Insp 02-1453 11/12/09 no CCI 11/13/09 11/13/09 INCOMPLETE 3 FRA:Framing Inspection 02-1453 11/12/09 no CCI 11/13/09 11/13/09 INCOMPLETE 4 SHE:Sheathing/Sheer Insp 02-1453 11/13/09 no KC 11/16/09 11/16/09 COMPLETE 5 FRA:Framing Inspection 02-1453 .11/13/09 no kc 11116109 11/16/09 COMPLETE 01/06/10 08:46:13 City of Wheat Ridge page 2 bp70l-ls PERMIT INFORMATION - 093934 mmackey 6 MID:Midsoof Insp. 02-1453 11/17/09 no CCI 11/18/09 11/18/09 COMPLETE 7 FFI:Final Frame Insp. 02-1453 01/04/10 no KC 01/05/10 01/05/10 COMPLETE 8 ROF:ROOf Inspection 02-1453 01/04/10 no KC 01/05/10 01/05/10 COMPLETE INSPECTION RECORD OCCUpanCy/Type "INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIG N ALL SPACES PE TAINING TO THIS JOB #Stemwal�ll TION INSPECTIONS DATE INSPECTOR - INITIALS COMMENTS - /Caissons _ /.(CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines W ater Service Lines CONCRETE SLAB. FLOOR Electrical (Undergr Plumbing (Underground) Heating (Underground) t Insulation Drywalf.Screw t> 9_ a , Electrical Plumbing Mechanical Roof Building Final J S "/'ice fL/'—' Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. `'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING,. BUILDING AND PUBLIC WORKS BEFORJA CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZAT OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED s PROTECT THIS CARD FROM THE WEATHER v0 NOT YOUR FLOOR UNTIL ABOVE HAS BEEN SIGNED - ROUGHS �= Sheathing Lath / Wali tie 'Mid Roof - .. Electrical: Service Rough Electric Rough Plumbing Gas Piping X Rough Mechanical - ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING �'� T^ Framing f t Insulation Drywalf.Screw t> 9_ a , Electrical Plumbing Mechanical Roof Building Final J S "/'ice fL/'—' Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. `'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING,. BUILDING AND PUBLIC WORKS BEFORJA CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZAT OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED s PROTECT THIS CARD FROM THE WEATHER 4 CITY OF WHEAT RIDGE /��� Building Inspection Division ►// (303) 234 -5933 Inspection line (303) 2 35 -2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L-r Job Address: ySSS wb sr' Permit Number: p9393Y I ❑ No one available for inspection: Time A Mi Re- Inspection required: Yes fi When corrections have been made, ca// for re inspection at 303 -2_34 Date: //_ ia Inspector .mo DO NOT REMOV TH__ S ninT, _ a r ♦ i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE f> Inspection Type: Job Address: i _ G Permit Number:' `i <rJl l~ ,A It ld ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No ' When corrections have been made, call for re-inspection at 303-234-5933 Date: nspector: C~ DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-6933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ~r A,,wg :F S~sW6 Job Address: VSiS P_r~ h~ sr Permit Number:: <)c?39'3Y ❑ No one available for inspection: Time iP (AM Re-Inspection required: Yes No corrections have been made, calf for re-inspection at 303-2345933 Date: 1 Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1,11116 Qooe Job Address: 4515 Rosy; .2f- Permit Number: cq 3` 3 1 ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No ' When corrections have been made, call for re-inspection at 303-234-5933 Date: 1f' -o-7 inspector: _17J DO NOT REMOVE THIS NOTICE City of 'Wheat Ridge Residential Roofing PERMIT - 093934 PERMIT NO: 093934 ISSUED: 11/09/2009 JOB ADDRESS:` 4515 RCBB ST EXPIRES: 05/08/2010 DESCRIPTION:Reroof<13 sqs and replace rafters and install new trusse CONTACTS owner 303/456-1329 Jorge Jorgensen sub 303/969-0763 PAMELA L.R.Q. GOFF 02.1453 PG Construction Services Inc. ?PARCEL INFO ZONE cCODE: UA ` USE: UA SUBDIVISION: UA `BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 30,000.00. FEES e Permit Fee 574.35 g Plan Review Fee 373.33/ Total Valuation .00 Use :Tax 540.00 ~ TOTAL 1,487.68 1. Conditions:: KC: Approved per plans and notes on,-plans. .Subject -`to field inspection. Must comply with`2003 IRC and all applicable City of Wheat Ridge Municipal Codes. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record;: that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this appl cation and that I assume full responsibility for compliance with the Wheat `Ridge Building Code (I.B.C) and all other ap i ble 4}$aRidge Ordinances, for work under this permit Plans subject to field inspection. ~ IIIQ~Oq Si nature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to. the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any. other applicable ordinances of the city. ? This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may. be granted at the discretion of-the Building Official. 3. If this permit expires, :a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees 'shall be paid for anew permit: k. No work of any manner shall be done that will change the natural flow of water causing adrainage problem. o. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. The issuance of a permit or the approval of drawings and. specifications shallnot be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All :plan revie is subject to field inspections. (id 3ignatur ef. Buildinq Official dare City of Wheat Ridge Building Division m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ` Fax: 303-237-8929 °ocoRioo Inspection Line: 303-234-5933 Date: ' Plan of Permit Building Permit Application Propsrty Address Property Owner (please print)_ Phone:~'y~ 1j5 Mailing Address: (if different than property address) Address: Contractor: L: L.ylt-i)C 01A ;f r- Contractor License Phone: 35S (A Q-76.3 Sub Contractors: Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ SOt C~C)C7 Description Ot work. # (as calculated per the Building valuation Data~sheet) A,y`, ~~tl.'~ Plan Review (due at time of submittal): Sq. FL/L.Ft added: Squares hi BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate,. and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) CONTRACTOR or PERSONAL REPRE$FNTAT o^(OWNER) (CONTRATOR) PRINT NAME: 1l a/ is 1`, SIGNATURE:- ~E °[r , - Date: 16161 Bldg F ' Ni"S`N®igttt'16HS % :AB U3H3MOd '1S01091S60ES xMWAa93xoIS30 suognloS plmgAe)l :xa11a1dNGOJG31Va :xoisvax eo 3iva 660600E :Qof ~-s~rc=ms moan ssnai I A Of]n nvrn 1 Subject to Field Inspections Wheat Ridge Building Dept. Date. r"%%/e~° Signed„plan Checker E 0 U O U N a3 3 3 c 0 y d a o ~ a a ~ u N C n N ~ 9 ~ U p pp p I S~ $ S 3 Ni a a~ m m w u pi LL 1 15 i YL Keymark Engineering Job : 10090898 Truss Calculations # of Trusses : 9 J Cover Letter Page 1 of 1 Company KeyBuild Solutions, inc Date : 10/29109 Reference Number:: 1029092712 Truss. Truss Truss Truss Truss 1-G01_14 3-L02A_14. 5-T01_14 7-T03_14 9-V02_14 2-L01_14 4-L02 14 6-T02_14 8 -V01 14 Keymark Engineering Detail Listing General notes included with sealed drawings 6707 Winchester Circle I Boulder, Colorado 80301 1.303-443-8033 1 FAX 303-443-2196 Web Site: www.keymark.com E-mail: eng@keymark.com L. a do- (PSR -1102). Plor¢slWibaeyyfielon hmLwsofmra at ra,'Ir]Nnr Phle Jlmmzimunrelinul u411hx1m64L. SIOts Orvlrsl In plweslwll n,n jwmllalmthapleraengl6.'IlwyfalnzlmllWaenmmi nnjolmaMlor plmdin¢1nrAanmwphlhe KeyBuild® System KeyTro ' Keybuild Solutions, Inc Truss: G01 14 Version: 4.13 [Build 17] 5305 Steele St. lohName:1009089R Denver, CO 80216 Designer: Faye 303-293-8787 FAX 303-293-8801 Date: 10/29/09 09:31 AM Page: 1 of 2 SPAN PITCH QTY OHL OHR CANTL CANTR PLYS SPACING WGT/PLY 12-4-10 3.999/12 1 0-0-0 0-0-0 0-0-0 0-0-0 2 12 in 59 Its _ 12-4-10 _ 3-8-8 2-5-13 2-5-13 3-8-8 3 8-8 62-5 8-8-2 12-4-10 ]Y.B 31Y1 3.~ z 4 12 12 4 is x4/ 6x}4 \ 6 rt - q 5 3x81 - 10x'101 3x81 0-0-a 0.0.0 3-BE 2-5-13 25-13 3-88 - 3-88 6-2-5 8-B-2 12-4-10 I Loading General CSI Summary Deflection L/ (loc) Allowed C ItlLUads lpx'p Bid,Ctl IRC 200rd. TC 091(65) V ITL: 0291 L147U '(f-"~ .1180 TCLL 40 TP112002 BE 092(56) VaI LL 0181. L1763 (67) L1240 'fCDL: Wharf Rep I .NO Wall 0011(1]) B TL: 11.001 5 ,a1~ „1\ O _ BOLL 0 ❑O1, led is ~ Il 6Cnl. 10 N~ / p PIIOff n' (In1:X.YMg1 (1]101991 IC11[SL.IB.) (3:004130) (q1-12.321a) (.]01-01x'1 drop 0fi 090.) FIOOG-0011.1 (8:) 06-090) a Vtf~~'~. % Z Reaction S4unmary ~O p 1T Type Bw COmho pre Width Red Ban Width MaxRact Max Gree Little MaxMWFR$Uplift Max C&CUp111f Max Uplift MaxlWtlz 1 Po (Well 1 5 5 t I . I i 16 . h . . mUS no - $106 x' - "Ide us 5 It Ron (Wall 1 5 126M 5 in 5 40 Is feellbs 2 175 N 2 175lb . :4 . , x' . S - Material Summary Bracing Seminary TC SPF 165WI 5 2x 4 TC alri Sh II d 'P a 1270 PeW d i b Ush v . r se gn y ers w ng: es BL SPF1sell 52a8 BC Eford, Slumlord forfulx' an 1000Purim deep by Ofil Webs Illshad 2x 4 exeept 3-] SPFg22x4 fy ~n~ Loads Summary /rtpttuloH b 1)TIL1.I b t e mch m dll Iadplusd ada dr N e q/~ m hb BC N6CHGWn TCLlw Live -qO 2)51 J dLod-TmsrsC IMM1y TCD atl IOpsf ps f Op BCDead- 29 Oct ,Coedllterollpbwlgosc edinpm: 3)Thlw h heeatlesl6 mf 0 RIsofwlM loatls lnaamrdar re OASCE] 110 mph. ExpesureC Undo GableMip. 3ulWWg 02wab Wp 0, CC ],nee Wltllb f.I9fL Caleg =1. B=4-YO, Entl2Une Trvss T entl l9R ldrand ,.,to RC ab 01.51. been plieni A)Mdnimum .Dreg. .,to lnaNln6 in aeeurdance w11h1RC Table R301.51tas been applletl Load Case Lr1: Std Live Load Distributed Loads Member Inaeonl Locals.2 Direction Spread Span Lead End Load fine Width 'Top add 124-10 Dean Final put pit BOplf B. 02.12 124-10 crash R J 606 plf 60(1 pit Load Case Dl: Std Dead Load Distributed Loads Menthe" Lo..nI Lo1sim.2 Dlreclloo spend Som Load End Load TrIb Wldt lop OL0 12-4-10 Dr. Rake 20,11 20 pct 301 000 02-12 Guam sake 20 pit 20 elf noL 02-12 124-10 Dawn Rake ad If 406 of Member Forces Summary Tableintlllms: Member ID. mail Get, llw/atlal fome.(nex mrnpr farm If drlferem from mad andal force) TC 1.2 0.910 6.tl]016s 23 0.610 -5.40916s 14 ' 5,4mlbs 4-5 2'2 L.e]6lbs 1 BC 50 U.OM 6,5011hs 2.0531bs G] 0]51 GSm lhs 20531hs 7 8 0]51 0996 Ibs (-?X51 16s) a-1 0.922 64961M1S Y20511bs)) Webs 28 0.466 1,0] ]NS (smi les) 3" 0.9@ 3.198 WI (9]]1657 96 him l,ml lbs 11.1 In, 7 1 2] 03W -1,5411hs 4R 0.361 -1,54]Ibs. Notes: 5) Wh nlhis WSbashmndpttn for quill lyassu elnspecllon. are Plate Placement Melted yer TP11200VA9.2alrallbenael. 6) Warned, Standard KeyBwld. Wad rams have been nwdiOeE. O The end opens, chats seal shall he maced laterally perpendicular to the plane of like muss. latemlbmces shall be Insmlletl wlWln 6"oflbe entl ofeachebwJ segment. 8) Blare initial chord Mull endorsed spends, 9) The for,,, show. fmlhls.,,],I yima sol ply and flo eardess are fee all pit.rm1,11111111 implies shall be built and attached as fallooss,TC -I row of led Nails a Gun Nails mW.i35x3114"1 OO 12 in tie:BC 2slaggeal rows of lad Neils or Glm Nails Irvin .135`x3114"104 25 blue. Webx'- I mw l6d NalLS Or Gnn NaI1511rvr1.135'x3114'] @ gin o[ 10)senators ad mad! for a simplysppahel sociar Ny loaded musslf ll mss a pop shilspported or learned pole loads Got le'Dina cards rot andeent, spacedmgrealer had 24- or firersmlSlbeslatlbythetrussonpl- 11)Where required. suff1clent bargeesshaabe Prodded (by mBe]1oresist actrn'show 1. 12) I Siall it, xmwal.ailamoone side do not all, w Scrnwslnalls shall be Installed In the same mss ply line the pal line anaelled In 13)fllrrel brecing shall M1e anatlledmcadn ply. 14) All folerers nunrnue 2-12'long unless mbenvlse nested. 15) Nails in Iat and 2M ply shall be assaiml drum andeasslee piles try 112 the imll spieling g0gy f II tl.Ign.M1 IIMfuM Iwl 1 m. 11,64 Igr f - I JNJaa16u IN 6eu yw ( ) I la hand prv:ln. p tlM by h. Trv U ly entl yef red rJa [awl l TPI'12LtlP:md M1e4np1 KC fnafl( Ell seein Inc NUSA Ip/ ,whN. NUrapau bllly6 Mf sett yflN p IJMbyIM Trvv UalRm nil dl]WwIOMbyblldgd residgardedinereartharand" inla Ily Mbrbyu aw nuatelIN,p . g, Y6I ]W r Jealyiv Bell ml 1¢NIR ms. Mg m aW ruJNMn¢Iondv ass mvnmensurerl ar JLLStlatG rexmvh MN w Iwtl 6 q rM Ly ppI bl buI1JIn0.rM,s. CwrgrnU M IWIbWLLrzlly Lra[eibylleufwnuw 0 inc cidepee alwad'd ' 0dyM1N, Ira I. 1 ed llarlr,6zl uxn z fm lv eras suplnn oflMMtlml -oldre sonlynamene an'thrµ1.0111- Jurlnem lend peruser-11 bllNngdalpl bntl gwed is Ly.dus Rarer Buddha, Caluredu SU301 1o9f5193f mmmAM mslmtlli 6x' Jer¢Ilnn. pnnM ayylYlov6le)arulwtllJ Nu¢on. veal ill ymuede brxnble nFlx Cnasnnlmofmmlrwbe pordp serer ramp We area lwtiaLad nu h applMO"o- a any Trva>Balull he LaMlMwllhrareyJmrn esliwraavoitltlamnRC. Lun,Cer lr'rmrurecnnlenr slWl W In%mlea at a. mr of lnbnmdm uNearWeJ dlmvlse NNO). derrieres plain load be nanufe[Iwrd by shol MelN N limos ze tonofTTL Ilrzlgn ux'u,hxsaJegwN.mvlnregwlll brpimlAMlorssiw opllnatsnVp"6. TI,e r o e ¢¢pharceofpmfezzlwNmRlnml,gmlwrslbNlysolelyferLelnuz renywrmr JUi~aLOxn. Tre: r d ANSVlPI ncepell I I'd, a,Irah111~yanA ~tm of J,6cmnWes+nlura%Parpmihr L„IINl,gdmiy, la aer¢IOmIbI111YOf l., EUIItlIriRb alses,pur. per I4a@fl,nplerL KeyBuild@ System KeyTmass Keybuild Solutions, Inc Truss: G01 14 ^ Version: 4.13 [Build 17] 5305 Steele St. _ JobName: 1009MR Denver, CO 80216 Designer: Faye 303-293-8787 FAX 303-293-8801 Date: 10/29/09 09:31 Amt Page: 2 of 2 SPAN PITCH QTY OHL OHR CANTL CANTR PLYS SPACING WGT/PLY 12-4-10 3.999/12 1 0-0-0 0-0-0 0-0-0 0-0-0 2 12 in 59 lbs Elevation Table: X LauOUO: Too Chord: Bovom Chord: %WrxOJJ: Too CLmd BJnam ChoN: Xlnmllon: Tnn CM101d eoaom CM1ord: auu 000 725 2fe-13 000 12-4-10 06-1 00-0 882_.. n mpywwkaalRnx mkhM In lMr~m l rclw 3LkdeSp,krmwiWiNJUnl builai^Rrmnrmw~(almxx). to:L unxprei6mLOmpewiaMbraleTrvxx n,slp/mraMprTmmrd lnaon~tlanwxnWTP1:I.zoozaM Ue zool ' KeYmark En eering,Inc. No-e f Np$a-IRnsnadvN. NoralxrvvlLllilykaawmalmd, We a2weynrlwnemaaw '=de Dnlamr, Dlnwltilmn 1LW1M wr11-byeullalnsa¢lyler. eee.'pdansx.'umunalanlmllauWlrarlvumW mr by lM mnx:ue. Illebdd.' ~i 9 Ll M l tli Alrv l l a ' tl 6707W1n,h,.o CIFIP ale, i « ex w on ar l n rllrtllnn&laslwn n6lrvss Rw^ nloWis JUiy~nm6urc:rmp minlmum lutJln6 «gWrel Ly appmllnhlebwlJlnR ^-femp,rsaonrboeaxxM1ell LOlele dly Lrzr¢I LylLewlwllwr dlealWng drvdyalwtliel.wlmo0emix ivlM. BraolnRxl^x^+ilxrmhlral sllplnnollnalNaualwsrmnpiwi¢unlYln^NUredmklln4lmlgJl. his Witlwlelmel luW hewinRwmerell LnilJiilRJSyl LratlnswWOhls LyolLerz. Rern I'nulde, C.I-dn 80301 Iun6l BlrorrtmwnmaM ln¢x M1nnallnR^ntlrm'Ilm. 0omlapplylovlt Leymdwely~aare~wbnunlllallpmmnwl bm[LlalxinVlwe. ranrminlion olmmin¢Ilnn lnak pJmlea lllan Netl¢Ipp leetlsslWlnolheapplietl lolM lrvmal any 're. 1'rvssia Ml Le onfiH wWi rxm pam to aullon Io a [d ammy.LumWfmoklurermJenl".,ah19%oe lmmJlrllmcolfabarallml.wdexaulJUlM1emiw 111.N61. Cmnrvmrplalex xhWlhnwrvlw:lurtJ LyEwe MeW PxWwti (PSRJO02J_PlvozlullMnppllMOn Wd farcsaf vsse tlJ Pk nJiwemSwxwe llxlMwlahxlm®h. 9lols (Iwln{wplnmzr 11 y11J nWnpNwI gIM1. 91ep1elesL:Jl4e moi ]In wNlorplual mlamewl00e nn ur T2L OCaRn x¢amrsMryalrnrcl nrlq' Ill hnp Iaetllomaixl xpl na wppuR Theaealm Oka,svl lRlndlraln"ty- f4~resslmnl. yl ^InR~^'p^mlblllry. IlYr I Iwx mnprenJ yxlnv.'n. The rv u ti b^ m i n ll ml mm nr a,¢mmperemrmaernmmumrhonmrg axlpskln.,..,pnxahnlgnnhrb~elaiosawlylm.Ixmnravrcu.zooz cnnolm z KeyBuild® $yslem KeyTru56® Keybuild'Solutions, Inc Truss: L01 14 = Version: 4.13 [Budd 17] 5305 Steele St. _ JohName:1009089R Denver, CO 80216 Designer: Faye 303-293-8787 FAX 303-293-8801 Date: 10/29/09.09:31 AM Page: 1 ofI SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 12-4-10 3.999/12 1 0-0-12 0-0-12 0-0-0 0-0-0 1 24 in 391hs 12 6-2 0-0]12 6 Z 5 - 6-2-5 0-0-12 6-2-5 12-4-10 4y 24I 2VI 2r84 ]4 - 412 1214 Y 2r20 2VI N A O 4 all- 1 F1 V 1 xxxxxx 000 000 l_._. 12-4-10 12-4-10 Loading General CSI Summary Deflection Ll (loc) Allowed TOLL. 4Upi Eadg Cntl , IRC 2006/ TO: 0.08(89) O T L TL'. of. L/999 (1-1) L/180 5 4Upsr net 12002 BC: 00I V rt LL Ol 11999 9 9 112 0 e n ( - ) 4 TCUL 10,11A RpMbl e:No Web: OUS(8-10) Harz TL old 9 BLLL Upsr E101. ' IW M BCUI. 10 f !!lN~ ! ~0 - (5 .!!a PI Off t UIII:X,Y,M¢) 114-141 '.0 10.3 -11.0) (9:4 191-15 U.1 r OvDl ( • O V Reaction Summary Z7 V; q p & C b IT B tl M1 M W ' g o TyYe rd I I Rean AveR Lac' Max GL-ImI t Max MWF125Uplia Max COc Uplift Mex OnllO Man Hwlz L 1 ummnnum 1 - 24216, 159 p1f 9516, flrims -I7811)s AU lb, ! 12L'11t. M i l S ater a ummary Bracing Summa r y : t it . t ~ PC SPF12 3x 4 ]CEmoulm: 6h t6vtl or PUr ms e163L Pt Jlldeslgn by 0lbers. ~(Q V i BC SYFW22 4 ' x BCB Ilg: Sh<2Jetl wYmluu t1U 001 1 d Igo by OlM1els. i Webs HF Stud 2x4 \ r/ ! f Loads Summary q Thm sshashecnnL lo d ffa r ad lhl ad st ow lrhlp,/gabl ad 1h 02 en n 'h h a ll I M, s deflaral ec Wee NOTE C 40 0 f/IBtI 11111 ll a ll in ue er ound s o l l l d l r , a a nderv rtM1 p p Ons ive y, n w oa ow board een lgnoretlandthe p~ountlsnow lead has been used fr , e al am rnors lo w load UDL INe (f n v 1.00. ify loads, o ~oo r gable,B e0 . or he rom of rod damshartme, 2)co Bowlots bee been ch pedso account 3) 'res mans b va r deelTcmOretlams fOnNngal nmeavc,. h 2 L9 Oct l 2 L009 J 3 d deon h for at ) m has been ofalrad emm lwtlslnanmwlOASCEi -02wlthloguurtlepnea lnpun 110 mpF.f pn,nre C. Enclosed, Cablr/HiY.BuUJ111g man" 11 hSL . End Categaryl10= l.W), ===35 U. Rntl Zane Trend, Ne1Jum end web cmwltlacJ. U0L=1.00, CCCZ ZoIm neWJ WIdN 0.19 fl. Member Forces Summary . Tameindions.Membe,IO,alascSl,masaxlalrnlre,(,d.. pr,ffr,ifdlaerelnrmmnlreausilrnme) TC IPI Ind 316, 34 0055 125NS (3616fi-9 0.055 12516, (-36 faro 9-18 hW2 3I6s 1 1-2 011 91 Ns (50 IM) 4d U.074 1821hv (-0'91bs) ]A hall Of If, lbs) 29 0059 161hs 391M 69 ¢074 18216, 391hs 99 6045 9116, 9016, BC &IU 0.030 61Gs (L51hs) 11-12 QU18 Gfias (-11M) 1314 0.015 G01Us il6 0.018 a816s 1-I IM) (-Ilbs) l 86 10-11 OOIa OB IM llhs 12-13 U.Ul5 68 Rod -I lbs) 4-5 UOG Gfi lh, (1165)10-1 0030 Ga1M h65 M1S)I Webs 21G 0051 2IIbs . 4-14 0.046 -19G N 612. 0096 -19 G NS 8-10 0.051 -104111 S I R 3 -IS o 1 1M IS-13 0032 91b s 9-II 0115 184Ibs Notes: 4)CaId negom, continuous hntm tdoellearlny 5) Gable weM played 1116' X, UN O. GO Attach gable webs MN Lx4 2Uga Plains, U.NO. D IDm wss Las bmndLSignetl for In plane wlnJ IuaJinR,. For mn'of plane Mad matters, refer to 13CS1 B6 puldelmd by the W1CA, 8) When tM1m tars, Lan Seen rhnsen for qua0tyassunnce lnspectlon. the Plate Plarement McNOd pa TPl 1-2002IA32 shall be need 9)Tbeentl of rverychnrd segmemaM1all be LreceJ lmemllyperpentllatlarmWe planeofdelmss. Lalaalbrems shall be itxmlludwithin6brtM1e entl of each cbortl segn11nb Elevation Table: X bashed: Tnn Cboul: Iffum China: XLtxaaon: Tnn Clad: Bmmu Chad: Xlurarn: To, Chmdt Bomu Chord: XI-tum- Tnn(Teea: Bottom Chad: 0012 365 ILLl 000 715 1- 116 OA0 129-m U315 000 A;1((I. ,b3r05 „0]}p) ;r A1be3 1:J6 , 14401_'r.' ./UAU F 11, - 1259 .-u 225 lull 000 62.5 24-11 000 1025 1011 too Gable must be sheathed an one side am lateral bracing applied appropriately nwpr rb a_Rn.lnanhmnl4M ww..Gh,tlnu.ra~anlm manal bwlal R<dngmen(rvss1.61sWWonspr.<mm lompmNaMlryd rssors snarnna Prrrmmm~~armmr.i n'rrriznoa nhazGG' ededra &eJ a n ltir l Nf rf flf Ke ark Engineering Inc. p n o,w l y IlonptwldMLy Grs Trvti nagmr.TancedlotxshealewnrJlrybselft,Josan-, pM9rc lm is nn au omnlallya<munlN for6yllemnware. nthad", aniyur such rcimlushler. mans, mtll,sucan and lemig M9minn MlaeLoess'-sr, thnah ""emisor evunS nJnlmum Errand 'ntMhYaPpllmblc hialding m]n Cmnpse lca"ma ilu116e laterally furor by do, Start , 6707 Wherhhader Chris snmJmo.martlynlUmM nnlamlMm4semlM. IinNIRaLUwnk fatluralrcoab. flnaiNtlualwssmminnnnnwYy loroASburhlin6lenRlli. It6 HMrvlalraal lmabxlnRmowmll LUlldin6anlpt Lre<Ing wlaaLla Lymners. RNer BunlJcq Colorado a0301 pply l IoBGS199f mmentlM lrvsslvdll11 wd rralon. pond a mJslcyoMwr Rlf. rsunnlall yrmxnrnt b~sslnRlslnpl..CO ormm' ImSymluOwla gn lords hall Ihr ppllM lewssa ury ' rc.T I'IIMIVwaIM wl M1rampaotmve:Iw onvoltl arme(k, Lu Namdc I~IU11M 1'JW -IM Lmenffab 1.1 L Mnlmm1 (IINO).C slw pL -Imlh f rcJ Ly FeR1.A1 sI PtM d~ (PSR-Im2) PI fall le VVIW half r Il PI al Ims 19N IdJ Ie 6a, Sl 11-)1 pla e. ,1001 NNII ImpUel ynl. ll P1 11 be iml JI alplmllnarwNmvewJtle " N ITI Ucdyl adq- nor g IIIMpmNJW rupl fl p1M„3he. ual G JevaR Jmrc. ep fpnfnslmalnFmm~grhlum LllYwlelY fm lr Wnwipamnlars Rn r'I mutt. Tlw Ilanllltyattlussoftlkm~µw~llwxnyP~l<Mnlldl gJUiy rslle ~¢pamlblll YOfWe Lu IJ n6~6iyr,per AN51/IYI12p02C1µ t2. A V KeyBuild© System KeyTmss@ Keybuild Solutions, Inc Truss: L02 14 Version: 4.13 [Build 17] 5305 Steele St. _ lobName: 1009089R Denver, CO 80210. Designer: Faye 303-293-8787 FAX 303-293-8801 Date: 10/29/09 09:31 AM Page: 1 of 1 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 30-10-8 4 /12 1 0-0-12 0-0-12 0-0-0 0-0-0 1 24 in 134 Its 31" o nz ,asd ss-0 aa,z ss< ao-,oa z~°1 2i$I a 4,z zs°I l ,x° 1 ~°I i. zq~' Q ~ ai$I I 2r4 2g' } 4W- , . ~ 1 I 2x 1 2t l I I I 2x I I s- I 2x I J 1 I I z: I z. I I . 0.0.0 : 0-00 so tae 3a-1o-s Loading. General CSI Summary DeBection L/ (loc) Allowed TOLL: 4Jr;f UICBCIxk: IRCZUOf✓. TC: R20(12) V«,TL Ufa tl9 (21:12) L1180 sue,: w t R11- w tl : aW(a„ u w ur 2-1999 (3 n + Nail on 2x4 L brace with m x o n a ttoL: 1o,0ftmL IlerPTarRttttmt:XO' Web: alulu-301 xW.n Dig 2J .CL 0'f DAL: I,a,: 11)d nails @ 4' ox c m r N cO w mf~mmrx.ra r na1414xN ulwu-nw (+l4-w -s , Reaction Summar} ~ ~~rj~~ ~ 1 JT T H C4min n WiM x' R .1 1f~[ n tiff Ma UVVRSVAKI Mxc&cumwr M.U ifr M Ha ie \ ~!•fT 1 C - 4184 IWW - -1551M 19fi1R I9fi1M 9P 6s 2? V• • V. Material Summary Bracing Summary v0 ~ . 0 TC WV» %a lcez'; eAwircd rnntrs ba-0ru~lrc uw v+talsz ? Z~ X' . 1Jraad„e SM1fuM1w«r9nn„a1DUD r.dl0ma¢nwomcl, , Goa Wdx x,Sma 2.4 . =,bt 12526 s Loads Summary xTh&wunv been da6vMf 0met0.x n'ldarnusausvbtc«d bffi56un?5`8,sksl m' <..1NA5CL7-DS t+¢rnluro:ed..xfi atrdimme aetueL • • g ~rv 40D:rgr4udsn4W lmd.~on:c«xmmam:eln«w6~a 196rw-«xe9rcbw ialwlasle~yoma~I mom bem xsN f9„k Dnrsxw me. nOL^.lm,4rx ~ y ~ ~ • f IRIS dDr. nmt nylpse. tlrOFi'BlkxgaeMp.mt,' Imd F 21Th mPCCIdaeRd fix lketta¢nfxsamm fonmlg. Uit .vx ,F ~ 1r j J s 3)Th ambctn aez4:Ad}MI)R'tmed Maw6b9d, Llpme3ete PgSCL'/-@ntd Utrdl 8uendRlUd ra' IIDn(,h, F]r«Jrc C,Ln:PUq CmMe,i«.tl9ilaeg NL~ " ~ Caze8olY 11(I-I.OOn M1°01x35 R,eudLatTlw<~ecMmdmb«.wEUtd. IX)L-INL CC Zmt,35kry IS44a IFJIIJIIpn1111N Member ForcesSummarv nb i~,ma:M iDU esL,> =at ,(a 9m .r ifdif6,m4 fmtt) 9 O t 2009 c TC 4,,1 0.tl12 ,;ft di OAN 178W 138 NS) 12-11 VUJ5 M. (59 fn1 IR-19 O.afU Ala. (36 h") 0.196 91Ta (A14y 7S Ott., 21R14 (SSPU 13.14 9A 20IM p58ISUI 1420 ILR6 :T Ps 3 D.176 73m &9 x058 871x 058 m) 14-15 &961 21816, 3861'an21 0.1% 91PS 1-911x1 34 am 58Pc LMW 410 0175 -9 Ik (-5916,1 15.16 OA Mb, (-58Ra) 21-02 O.W2 31h, b5 aLW 99m (3R Pal 1Ult aIOT 351Iho (Mm) 161] 01NP ty91x (38@5) t 56 0.014 L"ft .8m111.12 0.1N 111 I { w) 17-I8 0050 9914 (Ss mi xC 1123 0l ,w fi: (fiSP ?y2] UA+2 iwp 31-32 DU:2 . 3 37 wC2 1NIx Z n-73 OP74 IwOc VcS U.0-: 104 3333 U022 IN Ix n-3R Uw2 IWT 2324 Uw3 Iw P: 3.24 Owe INIx 3}34 0w2 1041, ,38.39 UW3 I.C. 1.az5 Dice Iwlm zs.3a Dw2 101m 34.35 uw2 1o11x 3940 OM4 ,Nis, 2.c26 owe 'W1 631 owi iwr M-36 Dim 104ix x3.1 Dm7 iwlx WLx) WeK 2AU o.m W t >.53 Ulb9 -M8 12-30 omN .1%fin I'M U01P -1 ft }39 POr ,13614 P3f ax5-0 -t88 Pa :339 0180 Ih5 IR34 D.W7 -29114 I 638 owl -19114 933 a(ra 490m 1938 0169 -1881x 1423 O,t1i_ Z b, 537 OAS -I W k 1632 aD,u -Ve P5 : 1531 0059 -18516, +AT 009 3 Ib, 415 0053 -18816, I(3I U,Wt -115165 : 1626 0053 -1841x Notes: 4)c hmrcs+;rcsc«:arc,«asm~ncmlabm9a scm1t9t40Lm!s 16^.nc.uvn. =A pbltxexwbb2t4211go r4zv U.V.(J. 7 7lnhtn~m6m Nwg+.tltain{tlaexil121otlig:('rc:w:et~es+i:$Im6ay.rsfa,o bCBliKfuWiWd Mlnel4'iCA : R)Wn:n Misews b:6m:datafa e"x085+wxceinSM~drcr1at19xvxvv6lcMdP+lrl l.'~QJAi2dMlfrieM 9)Themd Mestry dn,dseprcn rAaUh4aedbzNNpme:&nIW mlRegmtrtdemw.lattnl lmwslm Ueccalo W nilNnfi° Oft(KQW of.-snebN,tplrclu. Elevation Table: XL=1-100; To9tn - 1h C XLav T«UClmrd: ImmMMW . XI ow T9a Cbx1 tl«mmcm,s XLaa'.: Tmcud Wmmcwrd: 4 1 F9q }3-0 OW IfiA-0 SAfi DOD NM4 _h0 VLLu 14D0 '4315.." ' 6011. 3A-t4 '3A¢i '.000 { 7&]A. . ilb GOV.''i. 24.3-0'; n60>,? D40 , - - " - SSA I-S-II 412-11 ,tad q.l-!1 11DO 193-1 L-1-,I OIW 215-0 4511 U4U ,Yy4 197 , x.14-16 x j..,'d{)b 349 393'ty ~7)4D1 1 b'}!0.:' '..OLLO , bid +-36 ODO 14-1A SJifi DW m-t-0 }30 UPD 31011-0' 4 1~ w R-4 14 ~ -1}4V. tS-5-1 'SSLL. 1)02-'-. 33--11, .._473-~ 1N1b.. 4Ubl6lnu.,bcsiicwbW DO Dneude or161ttUi W0ciDy 9p01axd°prro0rimcly. AcMY lwtde"T,Fa01Cf hM1N.b UMSnfMltatrc Tr'u&u".uu0e e.kK+,2mlkuJT°Cn',+'N4`. utnW. IlbNssd Nit fR.ItnaPm.NNEYIMtKV11e11MM4~tm'n> ^iT}N.I::W?arEJeY0.1 N08[ni l,:s~a N idk f i ' KCylrvvk Engmeumg loC. g nminns stte ^r4 uYectaayMeSxnwvnr LM bylhTlar[biyx 0ia-.s4,lylh,etifml6YFuiMiyLeiynm(tac04RrctiiruravlmixYlY,9Y+^'MtrcyrlxWlaae, lhbnl!¢6 Y de+;netYallm4WG.gwuxfDeaLe W:evi{6,-Rmnnbaa>pnnlnmutt yW ltuaeq-5amanmtla minimen Lyfiq: VOi~W by W4e lan,liry:Wet Cay~m+imdak,xWlkKSOey 4aNyehem+retOrcr. ~ full WineM1a:m Circle ~ z~vxn~6tr~lYmwlssd imlrtxml«a4srxb 6erYeauSrnnPLw brtil.uepelotF&,idW U4~mrcls~+~l,..ar»~m.ae.urx~:~;m. au .Iw«mrc.I Lnem.+n:«.•.n,ntiau:~ a eaUxa +I^s.b:J.nHwkra. x,fn tlnJ6tf. cdM+Ra.GJi111 u,0CS1.03 rn nmvmNWUn FxtlR2 m,am<IIm WmmNl ma.l Sl.auya' Naa,munilv0«nrs, da,x+c xlnfA umaNallmnt YM wi. 'me Trvers rMllh MndlH,nOitut 9~t'am M4eWT4W NeOeaeM IN'W ae eucnalm)' Itx.Nmt4~nmtddd~ln~~4 m-nM[m lct 51MDe 19V'nlesstltrcUmeMW~ xx~nlut:MM MlurciltlV.NV.l Cm2VmPY.s rJeH6eiual: idb`FayAM IITMItts ILRx. IW~ Pb>ilNlMgrflW m4N~rfMMWYMMyu.lE. dimeicx ka nitFnbgM1 LL%Ibl4)'n~ µ-2-I Mryyltl Wlk9bx RrGlh. MpIVR 4Db cMml.>nlxd'xlb.Y INmauiAlk fwtofTM Vn9T ssemusLWNt si'Mx4 dllxM",~imM1%i.4Y IImW,mx lXt»I 'an dmr nb'nAl~ln 'TmeMM1-Mttivnafevgmalvq'e.*I~IhLi:YULJ ~G¢41wtmR«ttdr-2~ile.in. Tn v .ipil lyie6uYnllMVCi,ryeMx ftt mYl~~`4zGtilMgle:p~ntlep+lnltilgpp KlMMti6ii(y 6sina_pe A!S1R1'I I~y2Ghy..c2 KeyBmId® System KeyTruss® Keybuild Solutions, Inc Truss: L02A 14 Version: 4.13 [Build 171 5305 Steele St. _ ]obName:1009089R Denver, CO 80216 Designer: Faye 303-293-8787 FAX 303-293-8801 Date: 10/29/09 09:31 AM Page: 7 Of I SPAN PITCH QTY OHL OUR CANT L CANT R PLYS SPACING WGT/PLY 30-10-8 4/12 1 0-0-12. 0-0-0 0-0-0 0-0-0 1 24 in 1341bs 3(2114 0A12 ....155-0 1554 1 27e41 z4~1 2~1 y~l zI I 41z 24 1 at~l 1214 41 d 2r341 2qt I 5 1 I d 4~- 441_ 2 znI 2rz 1 I I 2x I 2R I 2x I a I 2[ I _ zx I zx 1 zt I 2x41 z8 I 29 I I 2x I zx I aoo aaa 3oa4s 341oa Loading General CSI Summary Deflection Id (loc) Allowed 7XL: 40,f wasead>: mm~9re x: D20ta421) Ven'm am 19 L'" man L18V 4a rs 1011:2007 DC 22 +Nail on 2x4 L-brace with 2 , f , ; 0.10( 1. ) Ve La Calm L " (21:20 Lt2m TCDL: 10,0 ars Itq Marln<rcar; V" web: Iu V(I432) Hm TU 019 21 KW upar DAL: 110% ' 10d nails @ 4" ox Kent: 10rFr Ph[rOT nOnG.Y,l wt rI;Lt4.1-[S0.) 111:UL.i-I1.U.1 121:4.10.1-UP.T Reaction Summary opy0rj ~ •y ' l JT T tl Co[fin n width M1bx[fe A Race M11x(imU fi MU MwT'"ItS U4h MuC&C U'Lf hLau ift NuWdz ~ ov~! i ` 1 Camown 1 - 42211z IWR1f - -IS>ha MUlbs JgISC 49ps r`~ ~r"`. r pa V` * Q ~ Mater2al Summary Summan• z C.3 ".0-- Bracing ' TC nacr¢: Sk«iw radtxs63.0.rad od~m(Mwa. Tilt f~," s uC $t"022x4 VC tlr.+da0 SBeeMdmr«1cau 1460Rdintl+ip~hS Ufirrs. ^ Ne. nGSVd 2x4 2 =~i 1525 Loads Summary w $ O nTn muam<army..atdr«uKrrer!<amlrerra~dwmwa«a wa.r a~n+lr. a~a~¢ra:;m,v¢L]-arR«.r:n,mraama~trotm¢i[x arc.ar«d m .4Ufefgmwl rnou load >.CJTL Ca:Emtt oel dlllskloPed rxfficwrohva<hm Mmred tl[heyoundcnx lmalnxhsauwl fm[he.[ro!smxkM, t3fA-IAID.3flk ~ ~'ESc dLTe«fl«ah4 Qar4r, aaddoB ovappvabdl+e+iN Mntla / • ~ i ~ .)M Uu.~xea arsrQord u, hr NeeO [x ( da[n form 8 M F 311b ba brakclg«d for[Mcffwtor dlmdakam«aaxc [h ASCG9 U2 nix kfdi Q0•ndefntd mpc llUnph G4pa9ref. FSb. 1, Cm~dCHiry MJJd'eQ CazQ+wri(1-I.OOAMtl-L-35RGnd Lax TU!a, ve Mmdns{r«mDdcrtd IXlL l.lq CC iaoeN[Ch IS.Mfi {I{{Ilttlt Tabkiikica[ea Membn lU,ema C51, md(wa,([saronq...aureVdi(!ercat rmnmumial (mel Member Forces Summary TC 4N Dan 3r. 6] ..DAM 1711!s (58 1x.4[ 12.13 004 :9RIta a'aOW 19.19 DWO SRI' (3804 Oct 2009 F{ 12 .3% 911. (AI I.) 742 D061 218 . [5815x) 13-14 0A•s 291. 9 x . -74 mx T 0.110 9A 3 0.176 -23 ma M D068 201. 1 58x0 0061 _1915x 14W - Alms 14-13 21t3i 0 r4 ease 58 r. 07 Dar am 0074 298-1. (3910x1 1 [516 546 Ob54 rT81bx 00ba (394(2-11 4-5 am Wmi ON FS IPir O.IU] 1311hx r W 0. F 7 WAR Maw, 139[x) (AA fiaO " PINS M3 458 Hal 11-12 D1W n rzx (b. b[I r218 DEW Wfta 139E,0 W 2122 DIM MCM (0731x) 2621 0.021 10.11. 31=2 . .iki1 e 102rb£.. man rmft m =-23 0.191 102 Yw 21.28 OACI IMRw< 3_-33 UA<1 l0.r1. 3135 UAPt 1021x.2 ?1 4 0.rC3 lmaa 28.29 am 1021. 3-134 ram W21. A-S9 on3 102161 2435 0101 r020n :9-30 owl IM_Ib M-1 Wee Ralf 39-10 Om4 1021ha 126 03(1 t6'6c 30.31 (not IMI. 134 War Iflark aD't raw 1011. WW1 7 7-15 005 343rd 135 RU54 4*W 123f1 0x05 -nods 1735 VM :RRmt SaV 001, -1331. &34 ow -IPB the 13;9 rasa -r(OI. IR.4 DMU -1w ft +38 D.W, -191 fix x33 00" .1901(2 [438 OAHA -lSFlha .1x23 am, -;u Rz 630 OD4R -1881. +0:32 0,05 .191 Ra 1527 0059 4881. ] n 00; -3451'. 6 003 4 @ 1141 0.067 -1151. 1623 met -W I. Notes: aca+arrer+a~rcrelr,«.xb«[m,emmhaia¢. t o<x PWedu3 ,u.xo. . 6) Aaa 4 41Aavch pbFxe. 9ih ^a4 24P ,a10, U.N.O. ]IThkbrcch. biad«ipcd(«ioNmuiM 110(2-1[16..4"ma[llot-fAUesviM lrcdinQ.rtfvmpC51-tlbWWaLN bydrNTCA S) wkndhmax hu Lxv-4 rMunfa r„d'vynwrsceirsrysdm Ae O4ee PlevrmaMWerd PV TP1!-~IL'tA3laMlixwed 9)Theend K«m'Nmrd s~Q[n:rtr5otlpr Pared hanll9iaryaldavlnwrhr µueo.`mem[.x Lrenl Me«xIe116-irmOW ni:9-1(26"a^[MaSa`ah<lotdrpv..c Ehwation Table: XGam' Tne at & Chord: XL«awrrt TmcAw aremmCbrt; xlamarcr: TroC IAawmCMrd: %LOmaon: TU+CAmd' r'mmn C.fd UUr2 ,594 1SU 0-0U 1M4 S4M VpU NA4 24-0 0 9 as - }54 I-Slr 6140 11-54 41.11 044 2764 1-S11 1254 0.1-11 6UL 04U _ _ :`]3)9 'a V0 12~} ",'419„ - - - 614 3-46 6D0 14-14 Wfi 0D4 ."J-0 }y6 040 gSi, 2-Tii " 040 1531 ~SSIS ..!!a'Q.,.v '3.5:1 ✓ 2-x4[3.,. DQp (k6kl ®be dn-a,Ihw mad Hide oriausaibracinyapplka vlrytroprinrty. Aav,y Mmeupy. la➢ro4rndn5 Ora 10(210. Th'tri'y Ma Md:.alW baitlv~.onavn I ThuFissdmgaet ru+rcv,:Yd%kTmaxUnyi¢aeile:OmCeramNa~[n hTA NSardrM3W[ [-11x07 4 M tb ' - Key1JJWk Engineering Inc. Rgn rv fa yNR{) rM fttJip ;Nf 1^ui.e4%rMw Tn[da%iyxlDae¢SL. ilal1«(210(101%MN3n5ERy.Y(h\rMIF.I[V -1(24.100 OllynnmrlN frclyllerMl vc ThtbirlE4.rC ' ' ' ' ' , ' Lu y WI lofiny ln"amfpen aw milmiAM1 xindeAAam"NMw'ul[N Mq nnXN tawffi m nkun4+ahR.-meivv b1g44ie1deMaa'igm4~(nyyryMatKatabilhbittally9 N4YarrMar.'Rmr ' 4]D/N xich([Rf Clr[ir xAa hap.d dYZUMi ue4aaAmisemvd.Bw%rgaM1mrniafxWralsp{.nNmdaidal waaq„errunuanlY ram.ur adxil¢g4.ph itk .;Mrc1a:aN A~he0rcmm119uiaaa6dny>tte:mavhi:trttynlurt. 9R". 1MUWn.CAmtlo-44(21 RiS1.M fre m'.weTdNNita+(19M c5mC¢mim W /Pt MEY 4wSla-Y^r4 wt6-MNettgR%KIIYNIMTaJCa Ma: F.gbinf4se Cm 4almar~.vpmkaih 65¢.0[070 Y4td1T4aLt RAlm?CJndlPl xrat WwFJIJry ' TmaaxNUhlmrdW ¢t0 rryer[anslea v.mrnddamyx 1¢0.10,0 xamlmiJW belM:nkxxm brentd fd' uNna. tlrv'ambelVA:QF Gam f4a'aatt9Nnrvrvm-N%F;iaM2alPmfucu Ip9.Ipe:y Plm StlhgplrMmmlt(ywaMtiaas¢rofild4 fhledbmwsxrc(n;.d nENalml;C 4txr.IkMlirfineY+B py4d:a Yfb's l~h SlerluxDOtt eMapimzE'aµv¢I'vaq-rcWraaraM1l4 uuen MTPo. 0.Tyn ssaratlnpzars}aeay 'plz(xmimi u.[euugJ ~zaumm Thesol trrs 8ewki5 iMica!eam~xyezxeNrd'ate.Nmq:m!grzsR 'WryvkhYrcmern.a~tatye.m~tdrq slo:+. Tz rutalilpyq nre Nrkamecpr„M, Mery Naodxdo°IVfLdetgrerFe rtymYd4YnfrM haibingdt4pr. ryy At5rfI1'I I.ty4: CAy.'e.'2. V KeySuildg System KeyTru,@ Keybuild Solutions, Inc Truss: TOl 14 Version: 4.13 [13m d 171 5305 Steele St. _ jobName: 1009089R Denver, CO 80216 Designer: Faye 303-293-8787 FAX 303-293-8801 Date: 10/29/09 09:31 AM Page: I of 1 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY. 124-10 3.999/12 2 0-0-12 0-0-12 0-0-0 0-0-0 1 24 in 32 Ibs 126-2 ..0-0112 6-2-5 _ 625 O p 12 6-2-5 12-4-10 5x,02-,6 4 12 ..-1214 4 no 3, 0 :K 2s4~ 0-00 6-2-5 6-25 ~ ~ _ _ 6-2-5 12.4-10 Loading General CSI Summary Deflection Let Qoc) Allowed TOLL: 90psf Bltlg COtle: T C 20001 TC: 094(1-2) Vat TL 0.24111 L/5]7 (34) 1,1180 I S 90Pf TPI 12002 BC: 084(4-1) Von LL: OM* h1 L1999 (34) L1240 lOpQk RpMbI e:NO Wh: 0.10(241 met TL: 603111 3 BOLL 0psf UOL 100% BCOL' 10 Est PII O[f 6(11XY.Anp1 (1.4-14210) (2:W.113.99.1 (31142d 0.) (9:0-038901 ~ P r Reaction Summary = Q 4 JT Type nrcCnmhn Big WIddl Rgd Brg Width Mav Read Max Grn Uplift MacmIrl IInllll Maxclecupllll M llnll9 Max 140,. SV O 1 Pin (Wale 1 551n L501n 821 NS - -2901hs bee his ral Ill [O lba ?a `%+sVE W 311 Roil ( ild 1 5.5 In 150 to 821 In, - 290 In, 636 the -6361hs - 12525 Material Summary Bracing Summary y~ TO SPf 1650115 2x 4 TCBracln6: SM1eaNN or Purlins 12-100 Put lln design by Others fiBC SPP16501152x4 BC B lM1M o s at 600 i Sh P li Po ll d e b Ca , rac ea r Or n r n e y ters. ge ng: Won, HFSmd 2x4 p Loads Summary o 1)This muss has been designed for file elouB due to l0 peflonoln clued live bad plus deed loads. 2) This lees has been deigned for the effect nrbalanced and unbvUemd snow loads for hlpLables in accordancefh ASCC7W exceptasnmN,wllhlhablew1~usef deMod Will Iran: 40 psfgo and snow load NOTE: Consovatively. a011aVS1oprtl rnof fagots h re boor Ignbud[ snit flog-rdsnnw load lass learned forlhemofmmv load. 001,-1.00. BIbe mntmgmalba al rent rartn In gme. Bnn ahan eriyalawm d,. 29 Oct 1009 3j ibis true bas been aalgnedm acmtml for the errecls orlm same rmmins al lbe eaves. musshas bell deeglla Ended o fwind Es d s b cewllh OS w folio see dellned lnpm: IlO mph. Expomure C. Endosea. CableMi0. BUllaing Coned ft, r and ese ed.. DOI =U3G LW, .CC GC ZpneW Wjd,hidth6.19f1 d T ryll (1 = 1.0 l Ttt endwc End wmldei'ea 5)sit .anicl .......th IRC led Mlnlmttmsmrag lac oatlln6ln accnMncew Ilh lRC'fable R30L`bas M1en applied Member Forces Summary Table Indic Islander In max CSI, firshe axial force (nuvm p t e if dillrear, farm mwx axial form) TO 151 0.001 "be 112 0.993 -1491Ibs 12a 0943 -1497hs pool 31bs I BC 131 0899 1.353E (-10281E1 91 0899 1.3531E I-10281bil 1 i 7 Won 12-0 0.c0tl in firs (4h III) I t - Notes: 0when hisholeshasbeen desenfor9ua111ysrsurenmheopemOn. the Plate prior nl Method per TPI 12002/A3.2ahell horned. 7)nle snit nrevery dlmtl eegmem shall be bacetllal dly perpentlmttlano NepWeor111elmss. 1-ateralbacesahallbelreealledsvinn6" eftbeendn@achdmrd,,fin, n Bl Bracebonom dmoawiatapprlrvcJ slmalL'vtg. Elevation Table: X lncadok To, Chadb Bdmm ChmB XLtaudon: Top Chard Bodeen Chlml: XLocaltmc Top Direct: Milan i Chad 8fit, 623 RN 00-0 lL16 A Ill, I. ,1. he ruMbnl 1 N .3h1tl WS par al 'fic Ib Idgmmpn I here. 1 Lealo, reentrances PrvnJrl by d, Thes. eotg Jped d N,es JTPI:1.2002 an, DOI mod GJ b Kra ark Engineering, Inc. ~ isgn . No mpml lllyl. Mf he y1N p ItlM by tile lose Ilryne I IIIMU'mlOMbjbullJingJrt'IPIU' C.pJ 111 Isms Illy. MM fn byM II Itwnmry e d 9 ll 9 l di - J J J'ullil J n - ' G)01 Wtt fh6lMCV<P o 're e m ew m ngmm w an e . nMaNmmbe L e IldsdolLn^'a+nrtuc~. NOtw lo d6r+iu rer UYappara5le has ld 6mdn Cw pmUm AUNxilWllnlvtanllYLami by lwwrwnos ]iweJ~a Nee'. rya xlM Unlm-1 1.w oaL Bxinral- 6 rvlaemisos fltledml woaponscou.nly to mduca baroltyl lgd ilk wl ltleUerellmd LCn gOtowrall LUlldl gtlmip/bred lgw1od 41yu0 m. Wf Bouldo. Colorado 80301 so lersl Bl forrtrum lenJNlrvssleMlln6a^Je+rtllnn. Do nn apply lmli say. xe gn ofessolaanll all Eo areIbrz[L,g Ia bi, Cu lass uf[uolrvenun loaALm,erllund,e JOlyn lwtiabill wt Ee"PPIIM oil elmm TanY Ima.,rvceehill 1p 1adell11 areer In 9w 1-re Jump. Lee. i Itlm11he 1a%ar I-a dal eofGMrzbe ula[iwtedode PD 0.) esuuete pl' Itla wwGGUJ by Eagln McW Pmloela man, has PIs-Dan Mepared Mhf Ion- ord.j.nt Pleedlacou II. Mwlhir x bras Shes deres) n Plate sell rvn poidul to be PUe1 i The then, hall bo mi J I oM/or olord lnxml&nm wilt ltd so tuflYl etiMd wvlwng IIMp,Mdtdlomul uVllnal rvPWk- The seal on it,, drmum6^dr^o ,hose ufP^JOdmW ypn V mseradilir, sulely Or 1, lrvo m,ryv nt J,siyn shewn.The m1abil Y mJ r-this camps. r YP le,dar bond, d jp, is de mpoolh111Nnftlo buldna,"Ers yv And II I Due CM1ple 2. V KeyBuild® System KeyTm59s Keybuild Solutions, Inc Truss: T02 14 Version: 4.13 ]Bu0d 17] 5305 Steele St. _ JobNadle:10090891Z Denver, CO 80216 Designer: Faye 303-293-8787 FAX303-293-8801 Date: 10/29/09 09:31 AM Page: 1 of 1 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 30-10-8 4/12 12 0-0-12 0-0-12 0-0-0 0-0-0 1 24 in 1081bs 31 0-0 0 ;12 5-4-1 n 50-10 5-0 10 5-0-10 5-4 1 OQ-12 ~ 54-1 i 10-4-10. 15-5-4 20-5-14 25-67 ~ 30-108 5x6-. 41[34 4 12 12 4 2Xt°\ 2Y64/ 5x14 \ sit°/ - - 4111$- 6x0 4 4 - x - . . 0. o 0:0.0 0 7-10-5 7615 7-6-15 7105 ~ 7-10-5 15.5-4 23-0-3 { 30-108 Loading General SI Summary. Deflection Lit (lot) Allowed TOLL: 4019'1 Bldg load: IRS 21106/ C: '81(67) Vat"B,: 0,631n 1.1572 (8-9) 1./180 So- 411psf TPI 1-200[ : nalo8) son, I'l, '41n L/902 9 1,/240 [BC ILUL' IO psf(rak FrdMI ase:Yes b 0.60 (4-9) HUrdIL: 0.161. 7 3011 U1]L to0% . 10 bI pCUL' 10 f F A j PII On Um X.Y.A IgI tha 0.3 3 add 1 (2 (100-0da.) ) (3:00311,10.) (4'5141110) (5:90311,18) I6:Ug611,31.) (7105 Ub9) (@0-0,390.) N ~~~N~~. (900 00a3A0.) y /p ~ ' ~L . \i. - < y$ led ` 0- wVr Reaction Summary ? 1T 0" 3m TV Brc WidlM1lsdiiii ltlth Mailman Max Gmvupll0 MexMWFRSU.Iift Maxc&c B llll m it M H r 2 w ~ U ax O a : p um n ) I Pln(wand 1 5oN 2581. 2,033 1. n1da .1 ad, 931 firs 4.1. O ¢ f~~'/~~ 711 Rn111Wa10 1 551n 2.58 in 2,033 16, - 717 ads -93116s 931 ads 12526 f Material Summary Bracing Summary = A SIT 16501.52x4 TO Brome, document q BC SPF210i 2x9 BC prating: Neradled or pudine al 500, It IIIl do lby Oners. Webs HF5mtl 2x4 y 4 Loads Summary 1) Tb6 was has been daslgned for die elTmlu due to to Performed dlmd lice load plus dead loads, - lllfl 11111 2) This Orion has beta relgnea for the effects of balanced and nnbalancetl s ce, leads for blpega%lee in accordance with ASCB7.02 mal as noted, with the following aeudefned local: 90psf,ounasnowmard. NOTB: Conservallvely, all Flat/slopetlrooflectors leave Leen tgnmedandowgrmma,n.w1.mdlusb...lonarorl rromfsnmvlcal 1.00. Irmad Mguranon cards from bi,prmh,Blalalng Beslgllersnell verify sow leads. 29 r 11009 p Oct fm L ) T 3 iN does1.bee. dcs16n6a to alxnrmr for the effects onm dams fmmlag at ate cause. 9)nJS wsa naa beendesignetl f.nheeRecls orwtnd tootle In acmNance,vIWA5CB7-02wllb 1hp.011.winguserdefned hlpm: 110mrder. is C, prdusa, cable/wp¢mmmg i ryli Bea ZaneT 1 e m lderea lxeL= I GU. CC Lone \4id1n 15.44 t1 5) hf umna or IRC le 830L301,5 M1nrI bae 5j m.Insmragdude amc heard g In In accmtlance. wllo lRC Tbeen applied Table Member Forces Summary ,bbla itneztex:Member Ed. max CSI, max axial here. (max falburce lfemencnt from max axial force) TO 11-I 0.001 albs 2-3 0703 -0A241ba 4.5 U59Z 3A841 67 0.811 6,173 Es ' 1-2 '811 5,1731%, 3-4 0592 -3,0841bs 50 U7.3 -4A2 41h 7-1'2 0.001 311, BG 7-8 "am 4.8261%, $2851%,) 8-9 1.560 37991%, (-1 TL81bs) 9-IU 0580 374911, (-1728 ad 10-0 0009 482b be (-22651%:1] webs !-IU "hat 8771hs 39 .0452 -1.505 WS 59 .452 -1.5051., GB' 0.299 0771%, 3-10 0.348 803 the (-221 did 49 0591 1,3761%, (W31hs) 58 0,348 do Iss (-22116s) Notes: Winal are as has be'. chase. humane, assurance ldoand.t tie Plate l'lammers Method P. THI-20027A32 stall be usul 7)'Ifi tl f. rydomader tcetshillbebr... lmerelly peryendlcularmthe Phnenftlemss Iumal braces shall be Installed wlthln6 .fthmena ofeacn chord scandal, 8) bit bonded dlma an approved durable, 9) 4'^11ndirale, lamrel bmciog rrqulred PUpwdladmmlM1e Planeof ale vassal ellber Nemidp.int(onnsM1owo)ortM1lN Polms(two Mtomp, breung by others. Refer"BCSt-B3 for additional infmmatmen, Elevafion Table: X Lnealea: To, Cored: Bear. Chord: XL0em1.1. Tua Chord: ponnm Cbm6 XLccoul : Top Chord: Embouchure xI-con: Top CM1ma: Bmmld claret 001! 7105 2116 UUU 20 19 add 8 000 30-108 03-15 000 3011 4 f 'l 59-1 215 09.0 1554 5-511 000 2567 2-15 Glen A mpytlJ'd IAIIIMlm.IM J rartrv. 111sd¢Iwl,form Jt JilL Nlnsmnp"( ).IILaWOaytttnu maV^iJN byIT IN.wy rmNp.nn[dln a¢'ortUnmwIITPLI anzaNd 2W1 NOS dxllpl' wJ N.N pnmlbl9y - moil M1. <mryafrN"nall.n pmvlJN by M1.'R Unlyer Ol aM1all hewdfMhybullJingdrtlPAel'C JJ I. onto Ilcal r m LYa (I .n h IJinb y Y Nta h t I1 M 1 J f 'J ' Ke mar"It E ,nQIn221lnfY, Inc. 'y T 1,797 N' t ti ' a a 5- 1 ¢ dINJd JN J3 sl mvn oe.Imne Ja a rJls mkM l IuiN 9u b R ~nce¢ lyrey red Ly yyl bl hu1lJ nRrs. Cn pr[i,1 IamS Iwllhl Ilyb o1M1y f 9m A er me aLreIn i J1 1d, lul 1 M. B K 1 I I deresb pin. nfludledual suscop tr M l5-"' gl. pIL I 1, hat I xl It.,-I lmJ hrel K.rn reMl borsh gJ y Lrecl 6 da hl by b.. Refer BrItl C IMed. 89301 In SCSI be for umumJN rvw IU.IIIe anal D, Ira pplylwds luynJ yhfars unll all ml parcn brand, kl Ple """b"..... Imo yeevJenh MJR lo>d:zl ullnn he ppllN I.tn~n'at any nr I- -,tall IN, handed! rob pl I J 0 land mange L nbm'ml lillh l9W 1 ry. Imenl fable.V1. odds eWUlmn (II.N(J.C tm Pl' lull be f rtJ hyF R1.M. IPmiu[La' ' (LS R-IW]J Pia Il be ppI1M. Ipl feet ulwssat rye PI ibarde r NwlJl xlmglh. 31 QW 1 npULLilWI pa 111 I. l nl QI. n P1 almll he rtlnnlnl nt iM/m pl.'vM lnttuuJ:mmwil Jet. o onar,counandIFIN Ces Rnas mv'adryvateu[l urey. Il hap IdN IaluplN' PIryI Thesal M1l.tl IKIWItitnttny' utyrvfm uul. Rln LIII aWel flu Jnwss r~wWm Y Y ®Ip.arn MlpJlsl nxn. Ile alleL9lYaW ~..IM1Ia"mp.lun fmvY~n.ularbu lJllgtla'1~60naupvmibltY.. hepillJl.g MNFJIOr 1pr At5VfPI1-20020,pt,,2 ("171 . KeyBuild©System Key',-s s, Keybuild Solutions, Inc Truss: T03 14 Version: 4.13 [Budd 171 5305 Steele St. _ ]obtlame: 10090898 Denver, CO 80216 Designer: Faye 303-293-8787 FAX 303-293-8801 Date: 10/29/09 0931.AM Page: 1 of l SPAN PITCH QTY OHL DER CANTL CANTR PLYS SPACING WGT/PLY 30-10-8 4/12 6 0-0-12 0-0-0 0-0-0 0-M 1 24 in 109Ibs _ 301 1-4 _ 5-0-10 5-0-10 5-0-10 5-4-1 b 42 5-4-1 5-0-10 5-4-1 10-4-10 15 5-4 20-549 7 30-108 t 41/ 414\ 412 -124 J+ 2824 \ 2V / e1 d 141 51 5x \ _ 4xl- 4 4y 11% 4 % - . x x 0-0.0 p0-0 ]-10-5 7-6-15 7-6-15 ' -10.5 155 1 4 23-0-3 Loading General CSI Summary Deflection L/ (hoc Allowed T nary I'LL dO psf hilCntle: IRC ZM61 TC: 0to TL: OD3N L/5]2 .(10,11) 1,1I80 Sme,: 40 p4 TPI 1-2102 BC: 11.81 (]tl) van LL: 0.41. L1IsR 9 11240 TCDL 10 from Rep bum Increase : Yes Web 06p (9-10) Ho,,TL: 016 in ] BCII 0p.f DO- IW% BCDL IU ps^ w~a RA - Plt OffmisQ r.X,Y,AnpJ Q10 06,9.) ([W311,91(300311,18) (q:0-0,3110) (5:n0,3~ILIR.) (6011,311.31,) (]105669) (B:OL,3$6) - ~N w (91-03 OA ) (1000 3$01 (II0-038 0) ~e f A. , . . r1- v ~9. q VS '-Y Reaction Summary 0 ?rv IT Ty IT Type Brg Combo III WnJI Rntl VJIJJI Max Rem Max Gravlln110 MexMWFR uplift Max M. Iuplift Mae hurt, no 931 1 (for 1 5.5 in .no 2 or 2,0, - .7l]Na 931 [be 6, 1931 ~931 ]be 1bt 4910, I. name) I Ron ] Ill (1'111,7 1 3.5 in 2.57m 2 024 24IV to, - 713 Ns 923 too 92310, L . ~ Material Summary Bracing Summary = ; W TC SPF16501152x4 TC Brome, Shen11N BC SMIUIUL8is 4 BC Bracing: Sheathed or forums at 500. FuAn deign by Others j 0 Wife, HFS d 2 4 m x y. • ■ Loads Summary xN~ tt~ L mine etfmsd eto 101ssf bulom chord l' elplo Jeadleed, fF1l( {ttKN 1 2)ThB most has hen doolgned for the effects ofbalanmd and oobaUnaJ. ]-ads for LlpOgable in accradere 111111 ASCE7>U2 temptas nootl wino Ere fnllnwing lrsertle0ned ♦ ma, 40,ef,mandsnowined. NOTE: (unsetemively,all OaUhopedmoffaatershave beenbarred and (lie grand enowload has been used forthemofasowlend. DOL=Led, Iflhe rfeoMgmanmdlfrere from blNgable, Boddhlg Oesinam shall emilysnpw loads 2 L9 L L 2UU9 Oct 3) This 11.11111, RendesdIed no accoum far theeffired ice don, frommulg. the eaves. 4) Tlh news has been resigned for the comes ofwlnd loads no acmedanm with ASCE] -(ewnhilsollrwinguserdeOnebrip1u: 11ontpb,E...... C. Invention, Gablealp, Building Cirri 11(1-1.00), lb-B-1-35 D, End Zone. Tmss. Neither end seen considered, OOL- Lip , CC Zone Width 15.44 R. N Minimumsam, one loadlllg In scwNanco with IRC Table R301.5 lots been applied Member Forces Summary Table lndleame: MStbee ID.n.CSI, max axial fame, plan short fora, Summers fora max what force) TC 12-1 0001 3fle 23 0]03 -0.4211bs 4-5 0.592 3,084]be 0] 0.811 5.1]3 NS 1-2 O.RII -5.17310, 34 LLS@ 3,OR11bs 56 0]13 4,424 NS BC ]E O.a9 4,826 ]be ($218Iba) R-10 been 111,111, (-1,731 lbs 10-II 0560 3]441bt (I "I nos) ll-0 705 4,826 me 12268ledI Webs 311 O.2fi9 A77 NS 1I0 0.452 U516s in U452 -I,.rif &8 11.264 57710, 1 3.11 0.398 8o31A (.11")14-I0 0596 1.37616, (6631as) 'v 8 0.348 3031bs (2211ht) Notes: 6)4N en thew.n has boon mown forgdn"sasalce hearths the plate rl tMbnperTTU 2002YA3.2 shall be Jred. ])Ws md usconnecllon is fnrg'apllal ixryarationonly Tmss no l n. section heart mss u mawfamler e)Teenit efevery hand worrier, slash be braced lamnallyprapeltJlahm to 6iePlancoon,mr- latcal bears tall he installed within 6" ofthe end ofeacll chord ar t 9) Brace bmmm chard into approvM shemhing. 10) [rte ,Inherent, lateral baring remained per,rool or to the plants mile, buss at either the midpnlnt(one absent) in third pomobace,lown),met, byatners. Rcfor lu BCSI-B3 for aJJitim el inlUnnntirn. Elevation Table: X fertile, 'for Cboed: Bosom Choed XLorairs Ton ChnrI: Imma Chned XlneaOOn: 3'UP Coach Bolcom Chord: XI-modbom To, Cleared: Broom Chord. IU 11 ]m5 2114 001 14108 4111 110 2 e] 21 won 54-1 2-15 W O 1554 5-5-11 000 2303 2-11 6 0OR A copy flnaen'Ib IWILe fun lull 8 'BI tlaipikf - Ion' L Ih IJlns pn ( 1 Leal prv:n In'I,- her byJ T -UOIy Jlxifum lion nuauNu mill TP1.1:2062 J Ie2W1 NUSJ I J N lhl l tf IN n ' K ajl(En Ineel'm[IIC. eynl g g ~ . _(pnin ~y n y p se The Ne46yL BJLtyan LnvC pJ n..l Iu 11111 rulmm~llclly urmuNM Orby lm p e hnllJiryl Ib hrsl nrJdmvl Iv,d ss 1 11' l" lear M1 l l l J "M1.7V. U Ig U do" f]W "or cheAerCVde g u s as ran lonuwet ae a B n lT'rcmnr rnrvAMinne liwl 6"9lmi by~ppalnablebulltll gcWss GV pemWnrlnJtilall belamMlybrud by 1. Iwtlm 6 sheanrsm ly IM 111111 nth t. M. ITe Gil df dlea"oner"pflmll'uharuss I-.W'aml* mly tnlM Cebuck116ImyJ.I wl tlnrM1Cal lmtl blxingrroeara11d I1N Atl Ignb Ig dill by Mrs. Refer I Bn die COlmadn 80301 In ._n nlmiA tall Le VVIIN M eary. BCRI p3f JW -I JI 6a^J 1.0 pPIY ImkLeynm 61 I sell all l^'1' Iv Lmdln pl GI I f 1 iA ' - - - 7 T _Indd-IWN Ion pd 'unb IJJ gc L dm IWI be In. I- on- e.1-1 If bn- M ImH (Used.) 'an- IWIh I ed Ly l]gl M IPm] s em ac than 10B l{ PI' -1WI be PPIN hih! fnw'n Ill PI S Iked Jry Irn-b dit's "a ) Plu _I II ryalll I. che pGWboon. T ph'Ihaem8 tersn'...'rear."i-ser won ml ha rmt 1 of on y dy- Ioae. 411Mp 1dM cols nldJe- pW his TI - I nldx,benJluS ip enfpmfdo mer lJnetxtWrv~WmiL l'IY m11YIm Jewome6vir tJixy iluwrielbe rt ' e eul eh IIYa JUCUfll swnWne f 1I I. Ierh"n 1a19n isI mpnMtil lyofdw huldirs m'Iat .IerAN51/ITI12002 t.l epnr 2. KeyBWld© System KeyTnlss© Keybuild Solutions, Inc Truss V01 14 Version: 4.13 [Build 17] 5305 Steele St. _ ]obName: 1009089R Denver, CO 80216 Designer: Faye 303-293-8787 FAX 303-293-8801 Date: 10/29/09 09:31 AM Page: toff SPAN PITCH QTY OHL OHR CANTL CANTR PLYS SPACING WGT/PLY 8-1-10 4/12 1 0-0-0 0-0-0 0-0-0 0-0-0 1 24 in 18 ties - 4-013 4-0-13 4-0-13 84-10 41 412 124 ~ 4 Y 4104- 414 0-00 00-0 8-1-10 8.1-10 Loading General CSI Summary Deflection L/ (loc) Allowed 'ICLL: AO psl me, Code: Inc 2006/ TG: Von 77, 0.011n L/999 '.(33) L/180 Scow: 40psf TPI I-2002 W: 011(4-0 VerILL: ors L/999 (33) 1.1240 MDL 10,strak RpMbrlnowase:No Web 008(29) Hoses TL: his 3 BCLL 0of 110E' 100% BCDL 10 f - ~Ap ~ An YII OIGCb 11nhX,Y,A P (115-12.34A.) (20031101 (31512340) C~~~ 10 to . Reaction Summary p Type preC n.o Brg WidJl M. Re. AvMass Gore, Uplift Max M\NERSfIpI1R Max C&C UVBO uplift Max Hertz 41 1 RS ` ~raQ'4{'t t3. a G O 4 1 C Inn ms 1 - 458 me 1 151 W 33016. 3301.. Ibs :a O Material Summary Bracing Summary TC SPP #22x4 ' _ -03 12M , • TCBaclllg: 81 eaNeJ ur 1 ur,a al n30P II tlalgn by Glhns. 9 Webs Ilp Smtl 2x49 BC Baring: %M1ealM1etl nrP runs a110 n0.Pmlmdcsign by Ol.cn iQ : . `~f Loads Summary • • V • I)Th' m, bah. designed north, Ccossfb l d J LUtl 1 d f n a d offirce so- r h " ASCE7 02 VI I J f ll gusn tlenned d l as . mp g d l d load show COns I tl b f f t h d M1 d li b Nf 0 r 'l/ che a e t oa e l s"' 0w f man e &oln bl . o mo ave o gnore oon ac ors an ri om n mn us rom smwlwtl.00L 1.00. he l I d f C h differs fro hl hI B lldl I h ll U l i ' ~s 9 r g gner s ea e. NBa g m l a s.. vestry show B yl ft llnnolll heeldal~edmaemum fm ll H m ❑ m1811M1. a M1. M1 ag.alm. m d1fThI. with t 3) . -pNeJforlM1ceffeavorwltlloads mMaace nce 1(1 ASCP7 02 b -02wi IglserdefinedLlpui:110mphBxposureCLndnsM,GaM1Ie/411p.Bnlltll118 0 O bang ryll (I 1 00)00),,h=BL-351iPdZ0nc Tms NIO. dxmbm Itl dpOL-160.CC CGA In Wltl bq 070. 29 Oct 2009 Member FOCCesS11n1lllary Tablel^dICBICY.Memberlp,mayCShnmxalalforcq(moommpr.forreRtllnerenlfrommaomdalfomeJ TC !'2 0.324 20ft lbs (1261.. 2 3 0.324 2081.. ed ) BG 34 O.ID7 -153 NS 41 0.10] P. 101 1 cos. (64 .at L9g lhs (275ledI 1 Notes: 4) Gable regnlres mnlmuaus bottom anoN bearlns 5) CAl,,ebspbac,d.r48"GC,UG.O. 6)MIl hgablesre.swllb4x420gaplm®,U.ND. p WhemM1islmabas bmn dlosw 6rqualiryamllm¢e inspoclion, IAe Plsle Plam,nenl MOl.od per TPI1-2 ./ball 8) lm toIM1cend of aerych0lJ aesncem shall Le breretllalemlly perycndimiarmNe plane of the wss. Lalmalbra-cesaball be lnatadIld lletlwilWn G'bflbeondufmchchorJ segment. Elevation Table: X Lacalmn: Tnn Cbold: Bob.. -cb of XLommmm Too Chord: 6^nom ClmM: XLOralion: lop Chord: B^uom Chord 0-00 Ono 4013 1-AB pW 31-m 000 Ampy^fllLLstlalyl[IUalaramiilmi In/ryes,rcll^n[vnlaclw. lLlstlmlpl l.Iwan Lmiv'Wael bollJlnRC^mrmlenl(alm»). Il is bawd on specNrallnmpmNtlM hy,LrTnISlJatyJle[al,Jpedmnl[d Llawrv4mm HIR IPh1 YW2anJ lllr2^^I raremsiyinaManc,le npanslh1111y tsasvmeJ lm We:eem oflNmaullun pmvld,anyde9'msllalGler. mLrcmlonssllallMSCeIOM.y bullNnktlniyler. C~xp Jelleclian is nulnulomanraltyacmanmi fm by Ne.wllware. TIe LWl,tliµ Ke )(Engineering, Inc. yRIyI hrslRnrs.l II 1 1 Jtnb, ti 116 tllNl l kin n 6 sh loev J' 'J IRn s k N IreJ 6seVU ttd by eppl [ahleh lltl nRr^Am. rama-1 Iwds IWIisd rolyLeWhYI (,char, 6707Wlnrhe[a Ch[le a1wnJJnR tl 1Y IIM M &ac' R..a+ f f 1. pry fl ef Id L lu lyl IM bu klNgl gll I wLd la 11 tlb bnrm. IIdIIJI RJ^9pp brwl g tl I LY Ilu. Re4m f Jed m tlll R J O tl f III L In61 1 P1 Ca f m I I plea J d ly 1 tl h PPM n y Boma, Lobuada BU301 . ancf ani -.a sahm, Nfe) avoid or. I- sh I- T r. _ .I II Le.Ial Ptl cam mans In l aha11 Le 19N J ar N n (ll f pU MII M f rtd rd' by rest, fin dmoLm se,pPll harsl bl sees [ to-al rM1faln. Plaw wmj' lo/011/0el gll flo 'I OR - I182 s IkLdwltl 1l Stan a 1 I IpIe b . ' -1m11 ran Iw Ill 'll yk 1m11 Lea rcl J/ J ~ tl -Mcewlwo PIril l -al e-fIPI Th CnS M^a m4ymeantl na6rsw11 LepmaIJM1^msl.lopl ll-ruppaM1S. Thrvslnn Flidax'~gl Jlcnrm'apLirceofpmfrsslnnal englnmaing m'Iro¢ILll y. lely f^, Jle mv[^q um tl¢Rn ahnwn. lhr mil'ebiGlymlJamuflM1krvmpamnlfo,ally pprll[WubW ldirgtlol~ISllm ~i~bmlynf lhn bullJingtlalyw.pemAMl?P113^tlP flmplor'L V' KeyBudd(a System KeyTfuss© Keybuild Solutions, Inc Truss: V02 14 Version: 4.13 [Budd 17] 5305 Steele St. _ JobName: 1009051? Denver, CO 80216 Designer: Faye . . 303-293-8787 FAX 303-293-8801 Date: 10/29/09 09:31 AM Page: I of 1 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 4-1-10 4/12 1 0-0-0 0-0-0 0-0-0 0-0-0 1 24 in 8lbs F. 4-1ao 2-0-13 2-0-13 2-0-13 4110 41{24 4 12 12 4 4x14 4Y34- 0 0-0 99a F Loading General CSI Summary Deflectlon L/ One) Allowed TCL11140 psf Bid Ctre: Ile; 2006/ "!C: 0.29123) Vert TL: 0,01 In L/999 '(3-3) L/180 Snow: 40 of TPI I-2002 'BC: 0,10 l) VeI LL: 0.01 In L1999 '(3-3) L/240 TCDI 10'f(m RpMM1lcmase: No Web: 0.00(1) 11-7L: Din 3 ul,LL Opsf DAL: 100% - BCDL m at AA 0 ~ III AR IS fInLX.Y,An¢1 (l.l ilL349.)(20L 3110) b15-L3 40) pp 4 ~ 0 424 S Q Reaction S a ry zaO~t ? = JT Tvpe no Bn Width M React Ave2 ct Max One Uplift fesm WFRSUpbh Max XUplln Mu UUl11 Maxllm'b 1 C 1 i j~ a j'cj 0 eons - 2801bs 135 95 le, -2 816s Ile lhs 616s Material Summary Bracing Summit TC 51Ta22x4 ID Bracing: sheathed P li 1030Y u aal nb Dlbe v' L Ar 12626 :Q g y . l SPFtl12x4 BC @adng SM1.all etl or Por4ns t10 ff0 Pn111 recur by Offrom WM1S , Loads Summary I)llnst b d i d fl h h R f all mss een es gne as rn ee ecm o balaoced snw loadsfor Mp9gables In nesedum, Mlh ASCE702 except as noted. wlWlbn folloeingnsudeAnM inputs 40 psfgmlud / fL mvlend. NOTE Cam'enm0vely.r111aVSlopetlrooffamunluvebeenlgnnretlantlNegrOUndsnowleatlbasbeeleti rfmincrwfsnowlnad.DOL=LW.IfIM1emofcona"oulrn du AN Al \ f1 ne f.... hlNgalae.Buildlrg Designer Alberni, acre. loads. y177(it11U11\~ 2)TMnmas ems v0l been datgned far theedl'ccm of unbalanced mmv loads. 3) This miss has not been deslppMto annum for tbeeRerm of lee dams forming an the eaves because no ovedt,ings todal. 4)TM1I,on.leas been dnslgned for llreeReels efwiId lads inecomi sedan ASCE7. 02 all the f011owing user dented open 110mmulbilnsule C.Ernimmd, Gablemplimlitng 29 Oct 2009 Categou II P- IuE. h-B-L-3511. End Zone Tom. Neither end seen considered. DOL= LGs), CC Zom VVbdm 207 R Member Forces Summary Tableinreaes:Membull),maxCS1.I=localforce,(reactive, bass iftliffienlhum mars Mal fore) "I"c TC I11 0.201 1551bs f13a N 0201 155 NS (-381hd1 I BC 131 0.100 213IM15 f-1931br1 Webs Notes: 5) Tom drelgn exneded Dee court de0enlon fuletlx blpel s tm oaer, The eeladeted de9mlore m ads del must be reviewed and eppowed by lee Bmltllog Designer filar to im use 6) GableregnMS Connors button chord bemirg. D Cable webs placed st 49 "X, U.N.O. 8) Attach Gable webs with 4x420ga planes. U.N.O. 9)Wb (his ours has been chosen fm quality asst pefan the fine Placement Method per TPI 1-20ONA3.2 sheen ard 10)'lle end of every eheld segwmshall ire Lrncedlt ley pepeidi largo tlePlaneorua me Laleml brawn shall be lunched wltlll00" ofihe endofeach dmrtl celled. Elevation Table: Xl.r211mc To, Cbrr: Be.. lCbor: xLocation: Tao Cl.d: Bosom Char: xlocation : 'foo Chore: Bosom Chord: D00 IL00 20-13 008 000 4-I-10 000 ArrPY lWntlrs gn hllMfn lW t mmeu ur llJa tlcalp/ek fotanllex dallnumLbs^mpm ( )IaLewionapa din tom pmNJMLyIT 9nlg ulape+Itnl nar~vrGrcrwlryTPl:l[n2 tllee'tlllll NOStlca bn IedeMN PwmiLllyl. Nl OrottcumcyrllNm. rnprvJJaihyryT Dorg O i ryllherTTfixub, betli banbaerC pa9 role anal c11yarm metl fur Lyle 11 TLw1Aig ](e yd(En n22f1R Inc.. g dreiremew Imtl Riess Jb vide9e<on&latlmmmmen lu li tl ib mnrkMl I JI~~IOi Ly Pp11 61 La11JLµwMS. ..,n.-ho edailmlI is, E"ally brzW by ,merrar alemWng Jl ly rleei nl¢s M.ywl nI. ~I gsl mvnklmla eml mplarooflnJINJ UIImssmnW IY tnl laerFl gl bN.I I' wlMOtluwallmJ Lmclabotmm Ilh lldl gd Ip Lrztlb 111 Ly Irs, Refim. 6707 Wmcloall Circle Bnrldn Canada x9301 eaB6l oJf dM mss lwWl b tl DOnutnPPlYlmdv Lryn NwelPJ tofne<Irrs ran all prc L Lµ 'I PI G I 4euloa era. gm, rsilw II dome lwlsnball mlhe ppI1N I. a airy it. Ime.T IWIhzIanJLdrvIM1 l clot urm'loninavrltltlm abr Lu-Mt mnl. sl all le l9W 1_ MI If Ln I M N.a1NO1.~ pl IWILx I retl by at, Mrul Pntlac4 ~ (ISR 1.1). PI __I'll] N plied bM1f _ f orw Ilw -PI dl an - Ilea IJIM1xImRI-81 a 11.P1aedWl tP III tile pl^nl bh Tnpla eslalllrowu el ] nNInrPI'vM lrxmr4 rewN the not NTPI. palye Jey Miago Nil le PmNaN .L pIN PWtla ll¢.val M1LdrmN egg eLUl~a xccp fP fmirWey bnspnmlblllYe^IelYl llelwimnpanr Jealgn sbmm. Thr e l lleL i YnM Vie nftl lsmnpwe lrrranYPmilr lu Lwl~Oeeg Jrslgnk heenynmiLil Ynl l hatlJlag Jr-alFee lert AN51/rPl l-20p20a,nrl, DEPARTMENT OF GOMMUNITY DEVELOPMENT M94#19427 7500wEST29thAVENUE BUILDING INSPECTION DIVISION PERMIT N0. 234-5993 P.O. BOx83e CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. FOR JOB ADDRESS 4515 Robb St. CONTRACTOR Golden Gate RoofinQ - ADDRESS 4732 Newton St. CITY Denver Co. ZIPCODE $0211 PHONE 455-6043 LICENSENO. #16987 OWNER Mrs. Matlox ADDRESS 4515 Robb St - PHONE 456-1329 ZIP CODE jiQ. 1Z-S-- CONTRACT PRICE $ $1360.00 DATE 6-16-94 1. TYCE GreunE ❑ Woll❑ Proiecfin0LI Other S a D FacS Totol Squore Fee1 2. MATERIAL ❑ N ❑ T e ElW. Pafmit No. SIGNS o ILLUMINATION Yes 3 Y7 . SET BACK FROM PROPERTY LWE N 4 - 5E - W Zoro _ ApDrand, Zc^t i^sPector . (Spacify which ia front) ❑ ❑ ❑ ❑ Disapproved 1. TYPE Solid❑ Mon TAan BO% Open❑ Leu TAOn BO% Open MATERIAL ? Heiphf FENCES , SET BACK FROM PROPERTY LINE N 3 _ S_ E _ W Zme _ ADDra'b.2ora InsOeeta . ❑ ❑ ❑ ❑ DiaoODrovsd (Specify whieh ie }ront) i ROOFING Re roof hous e with three-tab Fiber2 lass se OTHER Z 3, Df7AW SKETCH OR SHOW BEIOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVihu DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTqNS INCLUDED) ____,__V , ~ SPECIFV NORTH STREET NAME $HpW DISTANCES FROM THE MAIN BUILDING TPADJOINING HOUSES, STREETS, AND 7ROPERTY LINES; ON IRREGULAR lATS, SIIOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANI:E. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. ___...~,.r.,~inc iun nevc tianM 7HF nATE OF ISSUANCE IF WORK IS NOT $TARTED WITHIN THAT TIME. PLUMBING PERMIT MECHANICAL PERMIT ELECTRICAL PERMIT STATE LICENSE NO. STATE LICENSE N0. FLOOR BSM I ST 2ND 3R0 4TH NQ FUIEUCirc OU » Elee Sola F ~ a' ~ ~ AIUMINUM WIRE UNDER SIZE 8 ILIEGAL B I ORCED A T ~ WATER CLASET - BTU HOT WATER TEMPORARY METER WASH BOWL _ STEAM BTU NEW SERVICE - AMPS UB BATH 7 AIR CONDITIONING-BTU CHANGE SERVICE - AMPS SHOWER OTMER LIGHTING SINK REFRIGERATION S'ISTEM HEATING GARBAGE DISP Refri e~ont C~a+O POWER SUB-CIFCUITS WATER HEATER poundt CMr s UTILITY (RANGE, OISPoSER, ETC.) AUTO. WASHER pUTOMATIC SPRINKLER SYSTEM FIXTURES DISH WASHER ELEVATOR WIRING MOTORS d CONTROLS FLOOR DAAIN 516N5 URINA1_ TRANSFORMERS 9 RELTFIERS SEWERS ADDITION TO OLD WORK OTHER RES MOTORS OVER I HP TOTAL FIXTU REMARKS 3 NOT VAIID UNLESS RECEIPiE 1 Aereby ocknowledqe thot this oppIIco- PERMIT FEE l ?a fion ie correct ond understand lnot I USE TAX C> ~ gs~ ~ ~ cannot .,a,t fhi, o,o;dc, until thia apDli' $ 9. 3 a s % eation is apOrovee. I shan comply wirh TOTAL FEE tM lows of the State of Colorodo and ro i APPROVE ~ nQ the 2onin0 Repulafiona ond Build DI P . Code of the City of Wl+eat Ridqe. Any n GHIEF BUILDIN NSPECTOR,Ci}y of heot Ridqe cause violation of the above terms wi immed~ te revocation of tnla Dermit CALL234-5933 24 HOURS IN ADVANCE i Date Issued (p~ rG_ 9 C/ FOR INSPECTIONS Gordon D. St. Peter. e~~