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HomeMy WebLinkAbout3830 Routt StreetCity of Wheat Ridge Residential Roofing PERMIT - 201701754 eERMIT NO: 201701754 ISSUED: 06/08/2017 JOB ADDRESS: 3830 Routt ST EXPIRES: 06/08/2018 JOB DESCRIPTION: Tear off one layer to deck and reroof with GAF Timberline - 46 squares *** CONTACTS *** OWNER (303)232-2859 TAYLOR KENT R SUB (303)458-3790 Ronnie Smith & Cynthia Forney 022031 U.B. Code Roofing Consultants *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,000.00 FEES Total Valuation 0.00 Use Tax 252.00 Permit Fee 236,00 ** TOTAL ** 488.00 *** 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) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding j1% -inch exists. 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 manufacturera€ms 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&#39;s 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 ol- final inspection. Po�c�,cu_, INSPECT O R CORD INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector CommentsInitials Pier Concrete Encased Ground (CEG) r:- / P F I attar Do Not Pour Concrete Prior 10 Approval yr I ne N►1Jove nw ULAIVIIJ Under round/Slab Inspections 9 p Date Inspector Comments Initials Electrical � Sewer Service Plumbing VT u_a _____ A 0.,1.....11Wnrlr Pr1r%r 1n n nrnvgi UT 1ne ADove 111bUtMAIV11, LJV 1rVl a.►vvci Rough Inspections Date ------ Inspector - ---- CommentsInitials Wall Sheathing � Mid -Roof VT Lath / Wall Tie - Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector CommentsInitials Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW &Drainage /Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof It Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — rlease De sure mat wuyll 111bPu 1Vi1a aic wIIIVI ao 1-- • by the Building Division. "For Inspection Time Window — Please email insptimerequest C@1' Ci.Wheatridge.co.US by 8:00 A.M. the morning of the inspection with the property address in the subject line of the email. Time window is based on the inspector's route. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather a� = CITY OF WHEAT RIDGE _�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: P D F Job Address: $ It) if vy :7"/ -' Permit Number: I -7 / 7 5'!1 ❑ No one available for inspection: Time/ S U AM/PM Re -Inspection required: Yes No When corrections have been made, call for re-iection at 303-234-5933 Date: (c �? Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201701754 PERMIT NO: 201701754 ISSUED: 06/08/2017 JOB ADDRESS: 3830 Routt ST EXPIRES: 06/08/2018 JOB DESCRIPTION: Tear off one .layer to deck and reroof with GAF Timberline - 46 squares *** CONTACTS *** OWNER (303)232-2859 TAYLOR KENT R SUB (303)458-3790 Ronnie Smith & Cynthia Forney 022031 U.B. Code Roofing Consultants *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,000.00 FEES Total Valuation 0.00 vli Use Tax 252.00 Permit Fee 236.00 ** TOTAL ** 488.00 *** 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) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. 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 manufacturera€TMs 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&#39;s 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. A City of Wheat Ridge Residential Roofing PERMIT - 201701754 PERMIT NO: 201701754 ISSUED: 06/08/2017 JOB ADDRESS: 3830 Routt ST EXPIRES: 06/08/2018 JOB DESCRIPTION: Tear off one layer to deck and reroof with GAF Timberline - 46 squares 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 I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this pernrit and perform the work described and approved in conjunction with this ermrt. I fort er attest that I am legally authorized to include all entities named within this document as partres to the work to be performed and th all work to be performed rs disclosed in this document and/or its' accompanying approved plans and specifications. n Signature of OWNER or CONT-RAiCTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Off tial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of 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 hnspection Services Division. 6, The issuance or granting of a permLT. ' all not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinanc tion of tltr urisdiction. 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. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Kimberly Cook otu I _)01 � From: no-reply@ci.wheatridge.co.us Sent: Wednesday, June 7, 2017 5:00 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Kim 'V V 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. 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. Permits are currently being processed within 24-48 hours, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Existing permits that require amendments (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. PROPERTY INFORMATION Property Address 3830 Routt St. Property Owner Name Kent, Taylor Property Owner Phone 303-232-2859 Number Property Owner Email krtaylor@comcast.com Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number U.B. Code roofing consultants 022031 303-458-3790 Contractor Email Address ubcoderoofing@aol.com (permit pick-up instructions will be sent to this email) DESCRIPTION OF WORK Is this application for a Yes new permit for a residential roof? Are you re -decking the No roof? Description of Roofing GAF Timberline Material How many squares of 46 material? Provide additional detail t/o one layer to deck and R/R 46 sq. here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 12,000.00 value or cost of ALL materials and labor) 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. 2 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 submit this application and to perform the work described above. Name of Applicant Ronnie D. Smith Email not displaying correctly? View it in your browser. INSPECTION RECORD OccupancylTvpe NSPECTION- 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. ' - t (4, , -�* �)0 9 - I d- INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS jOB FOUNDATION INSPECTIONS DATE INSPECTOR, INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain - - Sewer Service Lines Water Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. YOUR NO UONURETE UNTIL ABOVE HAS [SEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) ROUGHS Lath / Wall tie Mid -Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final - - Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping . * *NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED City of Wheat Ridge r4 000 1 Residential Roofing PERMIT - 092125 PERMIT NO: 092125 ISSUED: 09/09/2009 JOB ADDRESS: 3830 ROUTT ST EXPIRES: 12/31/2010 DESCRIPTION: T /o: Install 39 sqs with 30 yr shingles. * ** CONTACTS * ** owner 303/232 -2859 Kent Taylor GC 303/761 -2255 William White 02 -1749 White Roofing Inc. ** PARCEL INFO ** REQUESTS MUST BE ZONE CODE: UA USE: UA SUBDIVISION: 0193 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 6,903.00 FEES Extend Expired Permi 90.55 Permit Fee 181.10 Total Valuation .00 Use Tax 124.25 ** TOTAL ** 395.90 Conditions: 6 nail installation & mid -roof inspection required. Board sheathing spaced more than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield required from eave edge to 2' inside exterior walls. Subject to field inspection 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. Signature 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. 2. 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 a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. 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. 6. The issuance of a permit or the approval of drawings and specifications shall not 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 review is subject to field inspections. Signature of Chief Building Official date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. O V E I CCU 14A'/f4 Wir✓i /Gr r��� G /.��/ �b /'f.. CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 100367 Issued: 03/05/10 Stipulations: Installation of 192 sq ft Patio Cover 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: 3830 ROUTT ST Parcel Number: 39-213-04-004 Owner: Mr. & Mrs. Taylor 3830 Routt St Wheat Ridge CO 80033 Contractor: For the Following Pu C e Editions _ 2003 ICC/2005 NEC _ 2003 ICC/2002 NEC 1997 UBC/2002 NEC Sprinkler System rpose: Res. Add Structure NO change shall be made in the USE of this building without prior notice and a new Certificate of Completion from the City of Wheat Ridge. of ilding Inspector Zoning Administrator IFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 03/05/10 08:55:03 City of Wheat Ridge Page 1 bp701-15 PERMIT INFORMATION - 100367 mmackey PERMIT INFORMATION: Permit#: 100367 Permit Type: Res. Add Structure Permit Dt: 02/04/2010 Expires: 06/03/2010 LAND PARCEL INFORMATION: Zone Cd: Residential SFR Runes Use: Unassigned Subdivision: CHULA VISTA Cent Type: Miscellaneous Legal: SOB DESCRIPTION: Install 192 sq it patio cover Address: 3830 ROUTT ST Parcel Cd: 39-213-04-004 OWNER: Mr. & Mrs. Taylor Address: 3830 Routs St City/St/Zip: Wheat Ridge CO 80033 DU: 1 Last Zone Dt: Annex Dt: Lot: Block No: 0 SetBacks-Front: 30.0 Left: 15.0 Right: 15.0 Back: 15.0 FEES QTY DUE PAID: Permit Fee 4,256.64 144.70 144.70 Plan. Review Fee .00 82.23 82.23 Plan Review Addtiona .00 11.83 11.83 Total Valuation 4,256.64 .00 .00 Use Tax 4,256.64 76.62 76.62 315.38 315.38 CONTACTS: owner Mr. & Mrs. Taylor 3830 Routh St Wheat Ridge CO 80033 3032322859 sub CL3 Sharp Design 1747 Harlan St Lakewood, CO 80214 3032329400 PARCEL INFORMATION: to Structure Type RANC 20 Year Built 1951 30 Property Type RESID PERMIT CONDITIONS: MR: Note: Owner/Contractor is responsible for locating proeprty lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. RP: Must comply w/ 2003 IRC & 2005 NEC. Subject to field inspections. All foundations must be inspected and verified to the building division by wet stamp letter of approval from the Engineer of Record. 6 nail installation & mid-roof inspection required. Board sheathing spaced more than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield required from save edge to 2' inside exterior walls. -Contractor or Property owner shall provide ladder(s) secured in place for inpsections. It is the responsibility of the person/firm requesting the inspection to insure roofs are clear for inspection. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 6:30 a.m. on the day of inspection or a re-inspection fee of $61.00 will be assessed. Subject to field inspection. APPROVALS REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 03/05/10 08:55:03 City of Wheat Ridge Page 2 bp701-1s PERMIT INFORMATION - 100367 mmackey 02/04/10 CREATED FROM APPL# 10-0029 02/01/10 Zoned R-1. Permit approved by Planning to allow extension of non-conforming side setback. 01/28/10 Given to MR for review. INSPECTION INFORMATION: # TYPE CONTRN CALLED CNCL WHO REQ DT INS IT STATUS 1 FRA: Framing Inspection 10-0025 02/16/10 no KC 02/17/10 02/17/10 COMPLETE 2 SHE: Sheathing/Sheer Insp 10-0025 02/16/10 no RP 02/17/10 02/17/10 COMPLETE 3 mid: Midroof Insp. 02/18/10 no kc 02/17/10 02/17/10 COMPLETE 4 ROF: ROOf Inspection 10-0025 03/01/10 no CCI 03/02/10 03/02/10 COMPLETE 5 EFI: EUilding Final Insp 03/02/10 no cci 03/03/10 03/03/10 COMPLETE RECORD _ tok OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER Electrical (Underground) Framing - Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Budding Final: Fire Department R.O.W & Drainage INSPECTIONS' FOR PLANNING & ZONING, FIRE AND.PUBLICE WORKS I Perking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING,I BUILDING AND PUBLIC WORKS BEFORE A. ' CERTIFICATE OF OCCUPANCY ISISSUED. FlNALINSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF ACERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. ♦ a All i CITY OF WHEAT RIDGE ' Building Inspection Division (303) 234~5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:' Job Address: ~.3 0 cr / / 57- Permit Number: / U o ❑ 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: i/ Inspector: LIdr_. DO NOT REMOVE THIS NOTICE r CITY OF WHEAT RIDGE Building Inspection Division ( (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: r Permit Number: ❑ No one available for inspection: Time M Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: AtIP"F Job Address: 383 R &V77� 57 Permit Number: ❑ No one available for inspection: Time / AM /PM Re- Inspection required: No *When correction have been made, call for re-inspection at 303- 234 -5933 Date: Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: / ~Zfara Job Address: S~n /Zwrr 7- Permit Number: C70L 7 014 no Q0 tIF11 2> szs Br~R~nr° E-. ❑ No one available for inspection: Time /S ANI/ f Re-Inspection required: Yes C- When corrections have been made, call f~orre~-inspection at 303-234-5933 Date:, 7//0 Inspector: DO NOT REMOVE THIS NOTICE e CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: b~ fi ge Job Address: S Permit Number: bl )3U~ A j ❑ No one available for inspection: Time ) o AM4 Re-Inspection required: Yes When corrections have been made, caff for re-inspection at 303-234-5933 Date: J i Inspector: 1\,, DO NOT REMOVE THIS ~OTICE ♦ i CITY OF WHEAT RIDGE er Building Inspection Division r~ (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~11, Job Address: 2?i f, Permit Number: Cf'?1~)g , 1 i ❑ No one available for inspection: Time D a AM/ Re-Inspection required: Yes (/mil "When corrections have been made, call for re-inspection at 303-234-5933 Date: 111-Zn0 Inspector: ~t DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: f lIul - Roor Job Address: 38SO fcov; T 9f Permit Number: Q 212_S No one available for inspection: Time A TPM Re-Inspection required: No *When corrections have been made, call for re-inspection at 303-2345933 Date: 11-3-OF Inspector: 10L/ DO NOT REMOVE THIS NOTICE C° City of Wheat Ridge NO: 100367 )RESS:,3830 ROUTT ST R`-11 0193 * ESTIMATED FEES 144.70 82.23. _iona `11.83 .00 76.62 315.38 ~~ul - - 2,610 Signature of contractor/owner ..date 3 t 1. L I lY~~ 1~..rT 71 T• 1 PERMIT NO: `100367: ISSUED: 02/04/2010 JOB ADDRESS::. 3830 ROUTT ST EXPIRES: K, DESCRIPTION:'. Install 192 sgft patio cover s 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.'. j 2. This permit shall expire 180 days from the issue date.Requests for an extension must be receivedprior to expiration date. An extension may be granted: at the discretion of the Building Official. 3. If this permit expires, -4a new permit may be acquired for a fee of one-half the amount normally required, provided no v. changes have been or will be made in the original plans and specifications and any suspension or :abandonment' has not a 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. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage '.problem. 5. Contractor shall notify; the Building Inspector twenty four (24) hours in advance for all inspections and shall receiver " written approval on inspection card before proceeding with successive phases of the job. 6. The issuance. of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor: an approval of a violation of the provisions of the building codes or any, other ordinance, law, rule or regulation.. dam':' All plan subject to field inspections. N Signature of hie Building: Official date INSPECTI N'REQUEST LINE: (303)234-5933 rBUILDING OFFICE: (303)235-2855 . REQUESTS MUST BE MADE BY 3PM ANY BUSINESS !DAY FOR INSPECTION THE 'FOLLOWING BUSINESS DAY.I x, z, City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 ~OCOR o° Inspection Line: 303-234-5933 Building Permit Application Date: Plan Permit Property Ada"r„ess ~ 30 gjt ~ ~ I Ee e Property Owner (please print): i YAKI , I,AK~yl,-_ Phone: 3 3-73 Z' Z X559 Mailing Address: (if different than property address) Address: 3 30 v-)T City, State, Zip: ~{fJ-21 ~I i G~ YL~ O o E v3~ Contractor: Contractor License O - env Z ~j Phone: ~jo 3 - Z 3 2 q 90 ) Sub Contractors: Electrical City License Company: Exp. Date: Plumbing City License Company Exp. Date: Mechanical City License Company: Exp. Date: Use of space (description): ~q_ I p (p\,p;.~ Construction Value: $ ! , o 6 Description of work-. (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $_az~ Sq. Ft./L.Ftadded: ITZ Squares BTU's Gallons Amps OWNER/ CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) CONTRACTOR or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: SIGNATURE: Date: t- 2~ - 3fSt 13 - Property appraisal system ( Property ,s..:.$.. J Information Previous 19 OF 22 Next GENERAL INFORMATION Schedule: 048706 Parcel ID: 39-213-04-004 Status: Active Property Type: Residential Property Address: 03830 ROUTT ST WHEAT RIDGE CO 80033 3812 Mailing Address: SAME ADDRESS AS PROPERTY Neighborhood: 2403 - APPLEWOOD VILLAGES, PROSPECT VALLEY AREAS Print Help Owner Name(s) TAYLOR KENT R TAYLOR ELISE A Page 1 of 1 PROPERTY DESCRIPTION Subdivision Name: 127600 - CH_ULA. VISTA Block Lot Key Section Township Range QuarterSection Land Sqft 0025 21 3 69 SW 19536 Total 19536 Assessor Parcel Maps Associated with Schedule m_gp32-213 odf Gr_a Parcel Map Ma Quest Lggat on PROPERTYINVENTORY Property Type RESID Year Built: 1951 Adjusted Year Built: 1974 Design: Ranch Improvement Number. ! 1 Item Quality No. FULL BATH Average 1 MAIN BEDROOM 2 3FIX-3/4 BATH Average 1 2FIX BATH Average 1 JACUZZI/REDWD Low 1 SALE HISTORY Areas Quality Construction Sqft FIRST FLOOR Average C 1818 ATTACH GARAGE Average C 540 WOOD DECK Average 422 ENCLOSE) PORCH Very Good 264 COVERED PORCH Average 90 Land Characteristics Typical Sale Date Sale Amount Deed Type Reception 10-18-1976 36,000 CONVER01 30-31-1977 0 86123304 10-03-1986 84,900 NODECL01 01-20-1992 89,000 Warranty Deed - Joint Tenancy 92007592„_ 08-26-2003 0 Death Certificate F1848293 05-24-2006 211,000 Warranty Deed - Joint Tenancy 2006 0§379 2009 Payable 2010 Actual Value Total 265,300 Assessed Value Total 21,120 Trea_$ure.r Information View Mill Levy Detail For Year 20 2009 Mill Levy Information Tax District 3141 County 24.3460 School 48.1450 WHEAT RIDGE 1.8300 REGIONAL TRANSPORTATION DIST. 0.0000 URBAN DRAINAGE&FLOOD CONT DIST 0.5080 URBAN DRAINAGE&FLOOD C SO. PLAT 0.0610 WHEATRIDGE FIRE DIST. 4.2570 WESTRIDGE SAN. DIST. 8.0500 Total 87.1970 I~ 2009.: http://www.co.jefferson.co.us/ats/displaygeneral.do?sch-048706&offset=l8 1/29/2010 Residential Worksheet Address: 39 30 I~av si . Zoning: - Property in the flood plain? Io Lot Size: I q , S3~ sq. ft. Lot Width: 7 t Op ft. Maximum Lot Coverage: 2S % sq. ft. Proposed Improvements: Existing Improvement(s): House: sq. ft. House: 3 \3\{ sq. ft. Addition to House: I I I2 sq. ft. Shed: sq. ft. Shed: sq. ft. Detached Garage: sq. ft. Deed Garage: sq. ft. Other: sq, ft. Proposed Lot Coverage: (Total) ( '-J- % 33-2- to sq, ft. Required Setbacks: FR 30 S k s:' S 15 ' R I G Provided Setbacks: FR 25 ' S-x I`I 2 S K ' R 7 \5 X &"C,e 1-a-'vv otiJf ccy 2 `w,: 0. Se ~l~c ck Maximum Height: 35; ft. Proposed Height: ft. Maximum Size: N A sq. ft. Proposed Size: 0.1/A sq. R. Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is permitted. Landscaping Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees required: Street trees provided: ~ , 0 W N V:`!tiWe:.. 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W h J -e, G U ;1. r L T,4/) 0, Contractor License 6 J Y Phone: jG j jp l- Z 2 S S Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description):~e(~1~~ °I`PlIOG/94 construction Value: s Description of work: as calculated per the Building Valuation Data sheet) ,gzj D Plan Review (due at time of submittal): $ a~ Sq. Ft./L.Ft added: Squares 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 REPRESENTATIVE of (QWNER) (CONTRATO PRINT NAME:i t~l)(497 U)/l SIGNATURE: ~ ~ ~yl lly C! ZONING COMMENTS: Zoning: Reviewer. PUBLIC WORKS COMMENTS: Reviewer. BUILDING DEPARTMENT COMMENTS: Reviewer. FIRE DEPARTMENT:: 0 approved w/ comments ❑ disapproved ❑ no review required Date: Plan Permit OCCUPANCY: DEPARTMENT USE ONLY Q % ❑ ❑ ❑ ~ S Z ~ m m o o ~ ~ o x ~ ~ N a -O 1 G 9 CD < a y 7 N Q m (D d CD o m ~ o en tr 7 ~ ~ N y ~ "O i -O 3 m CD d 0 • ° _ 3 i ~ ; r_ ° cr CD . S a ~ a v i MO o i o IR1 ~ -o ' w ~ 9 ; o ~ p w w D o pry C- o0 40 CY El p = D Q m *o a O 0 (D ~ 0 3~ n N El O 0 ? -a O W N 3 X w4D'Z ` ❑ Q m~wo N ❑ ~ o n W ~ c n m m ~ 0 ~001 _ a? Z~v~o a U) m OCD O o m : , _ CD i , l p * 0 ❑ ❑ . : 0 o ~ ~ , ~ O 7~ N ~ m m a ~ ~ r m D ~ CD ~ '`o • ~ ° ~ p M 5 Q N . (p 0Z 1 R (D ~ N i ~ ~ ~ ~ ~ 3 m m v d ~ a t~ v , ^ , o ~ o y ~ o I m ~ v w N w n ~ ~ c m - w L O Q c~ry s 0 P 9~ Y o ~o~a 3 0 0 y n O w~ Z m W ~ p ~ ~1 roN~ ~ ` ' W w O m 0~3Z m Zc°inaIOD 0 Z 0 MO u, v zt =p3 O CD ~ Z n co O ~ m Z~ --I CERTIFICATE QF OCCUPANCY City of Wheat Ridge 7500 W 29th Ave Wheat Ridge C0 80033 Permit# 060837 Issued: 11/02/07 Stipulations: 750 SQUARE FOOT SUN ROOM, MASTER BEDROOM, FAMILY ROOM ADDITION 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: 3830 ROUTT ST Parcel Number: 39-213-04-004 Owner: Elise & Kent Taylor Contractor: ELISE AND KENT TAYLOR 3830 ROUTT STREET WHEAT RIDGE, CO 80033 For the Following Purpose: Residential Addition Code Editions NO change shall be made in the USE of _ 2003 ICC/2005 NEC this building without prior notice _ 2003 ICC/2002 NEC and a new Certificate of Occuparicy ~ 1997 UBC/2002 NEC from the City of Wheat Ridge. _ Sprinkler System 1 Ch f lding Inspector ~ZOning Administrator CER FICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES I .:.~,~.....,~^..M:.•.,r.v ~.v.~,..-.,ti•.~~.v.-.h•.rv:~~~....:.i:..,-..~..r_~..vi....,-.•.r~.v~~r.~. ✓.•..-.^{;•.~.^.!✓r.i.rr.w- Date: I; A Certificate of Occupancy) Completion i has been requested for: . 1 ; ~ ~ AnnREss: < PilRPOSE OF STRUCTURE: ~ ~ ~ Building DepartmentApproval: ' ~ ~ Remarks z Zoning ApProval: ~ Remarks: ~ ~ ~ PublicWorksApproyaL , < Remarks: ~ s Fire Marshali A) ~ (!f AQp'~b Q ~ , Remarks: ~ ~ ; Sanitafion District Approvai: ~ (If ApQlicable) Remarks < Water District Approval: ; (If ApQlicable) , ! , S ~ > < ; l ; , > z ~ i i t ~ i ~ ~ > > ~ Remarks: INSPECTION RECORD 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 (303) 235-3855 (~°InsQecffon Line (303) 2345933. Inspections will not be made unless this card is posted on the building site 24 Hours notice required for inspections Job Address _ Building Pertnit Owner euS~ - Contractor ~ Contractor d Type T Occupancy : INSPECTOR MUST SIGN ALL SPACES PERTAINING TO TN);; ;3 FOUNDATIONINSPECTIONS DATE APPROVAL UISAPPROVAL INSPECTOR CQMMEN75: INm s FooRingslCaissons Stemwall Reinforcing or Monolithic /1 c!g? . /J .4- C 6li SC Lf~i[rv/~ ~ Weatherproof / French Drai C"~} . Water/Sewer Service Line ~ F F'OUR NO C;ONCRETE UNTIL ABOVE HAS BEEKV5IGNFD CONCRETE SLAB FLOOR 9ectrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED EJectrical Service Rcwgh Electric Rough Plumbing, ~~'f - cff cG~~ Air Test Gas Piping Rough Mechanical Roofing Insulation Drywall Screw FuvALs Electrical i, 2 e> 7 ~ Plumbing o/r Mechanical L, ZC2 pk ljre_ Frame / Interior Finish R.O.W & Drainage Fire Oepartment Parlcing 8 Landscaping **NOTE: ADDIT /ONAL INSPECT/ONS / COMMENTS ON BACK OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ~ . . . _ . . . ~ v N • Ai S ~ > > N O ~ CD A a ^ O 7 N ~ y C 1 CD (D a P- m ~ 3i y 0 ~ a) oJ O ~ m N a c1Di ~ su w 0 W w A b w ❑ Z O O 7 N < N N Q CD 0 :3' cn '0 m ~ 0 ~ 3 (D L 0 Q G G CD N N fD y A Z C 7 ~ ~ m O Z C ~ Z 0 m =1 co m a 0 ~ ~ n 0J i 3 C z o ~ ~ O N m ~ooo< m 0 C"A3 f71 - W ~ -1 w, (D p Wv~, »m w(D3D c,~ ~ N - • ~ - ~ cCOi~ 7 :z. ~ rn O Z X <D 3 "4 a Sept. 10, 2007 Kent R. Taylor 3830Routt St Permit - 060837 ~ $EP ! 1 't~JOi I am requesting a sixty day extension on my cunent building permit as I have not completed my remodel / addition. I am finishing drywall at this point and still have several items to complete. I anticipate completion by the end of the month but then again I thought Pd be finished by now. I have run into numerous delays ( including parental health problems that have taken me away from the project I am asking for the extra thirty days beyond my projected completion date just to cover any other unforeseen and unexpected issues that may arise. Thanks for your time and consideration in this matter. You may contact me or my wife, Elise, at 303-232-2859 with your response or e-mail me at Krtavlor(~a comcast.net. Sincerely, Kent R. Taylor ~zlv~ ~ .l Page 1 of 1 Kristy Shutto From: Kristy Shutto Sent: Wednesday, September 12, 2007 922 AM To: 'Krtaylor@comcast.net' Subject: Permit 060837 extension Importance: High Your building permit has been extended for 60Ndays per John Schumacher, CBO. Permit # 060837 will expire on 11/10/07. Feel free to contact our office if you have any further questions/request. Thank you, KriSty 5hutto Permit Technician 303-235-2855 kehutto9ci wheatridge.co.ue 9/12/2007 MiTek Industries, Inc. 7777 Greenback Lane Suile 109 Citrus Heights, CA, 95610 Telephone 9161676-1900 Fax 9161676-1909 Re: 3830RoutSt 3830 Routt Street\Sharp Residential Des The truss drawing(s) referenced below have been prepazed by MiTek Industries, Inc. under my direct supervision based on the pazuneters provided by Stock Building Supply-Denver,CO. Pages or sheets covered by this seaL R26284955 tluu R26284963 My license renewal date for the state of Colorado is May 31, 2005. The seal on these drawings indicate acceptance of professional engmeering responsibiliry solely for the truss components shown. The suitability and use of this component for any particulaz building is the responsibiliry of the building designer, per ANSI/TPI-2002 Chapter 2. 5 502 v] 8'7"0 4.4 = 5x12 = 6-5-12 6-D-3 ]'R'B P te PLATES LOADING (ps~ ~SI DEFL in (loc) Iltlefl Vd GRIP SPACING 2-0-0 MT20 1691123 TCLL 30.0 p~~es Increase 1.15 TC 0.77 Vetl(LL) nla nla 999 (ROOf Snow=30.0) Lum~et lnaease 1.15 BC 0 39 Vert(TL) nla - nla 999 TCDL ~0.0 RepShesslncr NO WB ~48 Horz(TL) 0~0 8 nla nla yyeigM'.1711b BCLL 0~~ Cotle IRC2003/TPI2002 (Matnx) t .0 BRACING LUMBER TOP CMORD SVUClural wootl sheathing tlireclly applietl or 6-0-0 oc putlins, except TOP CHORO 2 X 4 SPF M 10'ExcepP enE vertiwls. 5-6 2 X 6 SPF 2100F t.BE gp7 CHORD Rigid ceiling tlirecliy applietl or 60.0 oc bracing. BOT CHORD 2 X fi SPF 2100F 1.BE yVEgg I Row at mitlpt 4-9, 67. 5-7 yEgg 2 X 4 HF StutllSttl'Except' 2-13 2% 4 ViM' SNtlISitl, 6-7 2 X 6 SPF 2700F t.eE, 5-7 2 X 4 SPF M 10 OTHERS 2 X 4 WW S1uC/Sltl'ExcepY 8-21 2 X 4 HF StutlBttl, 22-23 2 X 4 HF StudlSiC REACTIONS (IblSize) 1='101It3-10-8,13=2341t340.8.9=920113-00.6,8=316113-t0-8,10=56/13-10.8,11=15113-t0-8,12=32113-'I~-B, 15=57113-10.8. 16=-86113-10-8, t7=27711310.8 Max Hoa 1=55(LC 5) Max Uplifi13=93(LC 5), 8=-1144(1-C 5), 10=-46(LC 5), 15=9(LC 5), 16=125(LC 2), 17=-182(LC 5) Max Grav 1=163(LC 2). 13=359(LC 2), 9=1 153(LC 2).8=432(LC 4). 10=96(LC 4), 1 t=41(LC 5). 12=59(LC 4), 15=67(LC 2), 16=106(LC 5),17=363(LC 2) FORCES (lb) - MaximumCompressionlMazimumTension TOP CHORD 1-2=195/193, 2-3=-1271175, 3-4=-1061474, 4-5=2341260, 5-6=-19572, 67=27J539 BOTCHORD b17=-62/157.1617=-62I157, 1516=62/t57, 1415-62I157.1&14=-62I757.12-t3=621157.11-12=-62I157, 10-11=-621157,9-10=-62/157, 8-9=-243I403,7-8=-2431403 WEBS 2-13=-344Ht6,2-9=2981301,4'9='12091540,4-7=-95/452.57=-525/0 NOTES 1) Wintl: ASCE 7-02, 110mph; h=25ft; TCDL=6.0psF 6CDL=6.Opsf{ Category I I; Ezp C; enclosetl', GC Ezlerior(2); centilever IeP and rio t ezposetl entl vertiwl leit and right ezposetl; Lumber DOL=1.00 plate grip DOL=t DD. see Standard Ir 2) Truss tlesignetl for wintl loatls in the plane of the trvss only. For slutls exposetl to wintl (nortnal to the face), Entl Details as epPlicable, or mnsutt qualfietl builtling tlesigner as per ANSIRPI 1-2002. 3) TCLL: ASCE 7-02; Pf=30.0 psf (Flat roM snow)', Category II; Exp Cl Partialty Exp.; q= 1 4) Unbalanced snow loatls have been wnsidered for Mis design. 5) This tniss has been tlesigned for a 10 0 p6f botlom chottl live loatl nonwncunent wtth eny olher live loatls. 6) As requesteQ pletes have no1 been tlesi9netl to proviCe for placement tolerances or rough hantlling antl ereclion contlRions re5pon5ibildy of the fabriwtor to increase plate 5¢es to account for these faclors. 7) All plates are 3z4 MT20 unless othetwise indicaletl. 8) This tmss requires plate inspection perthe Tooth Coum Methotl whm this tmss is chosen for quality assurance inspection. 9) Geble sNtls spacetl at 14-0 oc. others) of truss to Deanng plate wpaGle of wilhstending 93 Ib uplift at join113,1144 10) Provitle mechanical connection (Ey 46 Ib uplifl at joint 10, 9 Ib uplrtt al joint 15, 1251b uplift al joint 16 antl 182 Ib uplifl at joint 17. 11) Non SlantlaM bearing contldion. Review requiretl. CoMinuetl on page 2 August 8,2007 yn uM READ NOTLS ONTHIS AND I!/CWDLb jernEW Jtl a~GEYL-v.99 BEiOAb USE, ~ 4 wwwvwc - ve.W a..'v^ wm^~^ Desi9h ~olitl fw use onN wilh MRek mnnedors. This tleziq ;o bai eOr hN uP.^, Paponsl~'tlily o~ builtl1 9otlesipncludirwtlimiss d~e 5~ Bwcing shown MiTek' qppl EI1y Itl signpa~OmenlersOntlpr pR etlabif~ tlunn Omirvc( - th eSponsiblll~yotfhe isiorl 1 I pp rloilntlvtlualv+ebmemb o ly. Atltlpio He p rv ~a B G~ec~oc Atldi I liry lopermonenlbmcnqoHM1 O 01151 Ciu i fi2 sp bllry Hh b iltlinfltles'O~acFwOGne, 10 tl0 treqIXdmv G~MnEaGtLaOe SuilelW tabnw~ion, qua mniml mpe. dellvery. ereclion antl bmc ng. nsult AN51/1111 QuaIXY cMedo DSE 89 and EC511 6 Iltllnp Com ~ Ctlms He Mi CA. 95610 Saley InlamaHOn ova IaGk hom ivsx PlaVe InsliNte. 583 D'Onotno DMe . Maelson. W I53]19. 1>-0 6-512 1 2-6-0 ie6.a se- 6-0-3 6-03 B~2'\ Swle=ti8t2 1A-0 6-5-02 5x12 ~ 1 > 16 15 1413 12 it 10 9 B 7 LOA~CASE(5~ StandeN . V MsVn felsiMFIWD(IOTdSONTHISAADA'U'.UD6UY(TElI1tEFEFE~YCLPAG6lBT~99HF.FORSU56. ~ W'~'~~~ 'r~ ~m~ 6 basetl onN upon pammelers z~ovm. antl is lor an IrMivid;ol~Dtl< re8~ g ocing b~ovm ~,io~ wlltl iw uze onlv'm~~ ~~ek co~nectors. mb tledgn MiTek' ollwbifiN of tlesign PoramenlM a0tl pope~ I~caporafion ol componen~ 6 rosponsibiYly ol Doildmg tleNg~er-/ro pm^ ~qM x Ia~erOlSUppM o~ mtlivitlVal web meTb2rs onlY- Atltll~ional lempomry WocinO ~O Inium SloGll~y Ounn9 ~onsWClion u 1l~e RSpotrsiblG~y o11M1a ]]P Greenbeck Lene.SU~e ID9 ctoc Addihonal pertnonenl Macing o11M1e ovemll Nrvcture is Ne rewonsibiliry o~ Ihe builtllnp tlesqriec Fa general goitlance regar mp ~ y con ~ Com5liei Ms. CA.95610 xkotion.qualit 1ml.NmaBe.tlellpery.ere1~a5B3DOnotno~Dnva~Matl~on~WP53~~9.~CMeia.DSE-89anE4611BUIM~npCompenen ~p) This tmss is tlesignetl in accordance wdh the 2003 Inlernational Resitlential Cotle seetions R502.17.1 antl R802.102 and referencetl stantlartl AN51 . NOiES ;1 8-1-9x0 ~ 5-0.14 4-" SPACING 2-0-0 CSI TC 099 00 Plateslncrease 1.15 BC 093 LSnow=30 0) Wmber Inaease 115 ~ 047 00 Rep Slress In (Main%) 0 ~ Cotle IRC2D0 .0 Ll1MBER TOP CHORD 2 X 4 SPF M 10 BOT CHORD 2 X 4 SPF M 10 - WEBS VX 3 Xp Le~• / ~ PF 2 M 1 0 Righ12 X 6 SPF 2100F t.BE 3-2-0 BE 32-0 7 , . SLIDER Left 2 X 6 SPF 21 DOF 8,B~6B10.68 REACTIONS ~M L C 5) ax Hors 222( Maz Uplitt2=-456(LC 5), 8=-333(LC 5) Max Grav 2=1212(LC 2). 8=1D44(LC 3) i-9-6 5-0 1< ~o DEFL in (IDC) VtleFl Utl pLP.TES GRIP MT20 t691123 Vert(Ly A.33 10-11 >716 240 Vert(Ty -0.67 10-11 >346 180 Hoa(Ty 079 8 n/a nla Weight 801b gRACING uclural wood sheething tliredly app"eC. St TOP CHORD BOT CHORD r Rigitl celling tlireclly applietl or 2-2-0 oc bracing. FORCES (lb)-MeximumCompression/ManimumTension TOP CHORD 1-2=0126, 2-3=-2927(I66, 3-4=2750l7B3, 4-5=2599I517, 5-6=-26001518, 6-7=-2817I819, 7-8=-2991/789 BOTCHORD ~_;;_0;~4790103341388,5-10=~ ~9.10-571249. zZ8336-t0o378/408769=0/t35 WEBS NOTES 1) WmB. ASCE 7-02; i tOmph; h=25tt; TCDL=6Opsf, BCDL=6.Opsf; Category 11; Ezp Q encloud', GC Ealerior(2)-, canlilever iefl antl n9 eapose(i ; entl vertiwl lefl antl nght ezposeB, Lumber DOL=1 DO plate grip DOL=1.00. 2) TCLL: ASCE 7-02; Pt=30.0 psf (flffi roof snow); CaleBOry Ii; Exp C; Partially Exp.l Ct= 1 3) Unbalanced snow loads have been consitleretl forthis tlesign. r of min roof live loatl of 16.0 psf or 1.00limes flat roof loatl of 30.0 psT on overhan9s 4) This iruss has been tlesigned for greete nomconcunent with other live loatls. 5)1Ti5 iruss has been tlesignetl tot a 10.0 pst boriom chortl live loatl nonwnwrtent wilh any other Ilve loa s. 6) As requested, plates have not been Eesi9netl lo pmvitle tor placement tolerances or rough hantliing antl erection contlttions. It is t responsihility of the fabricalor to increase plate srzes to account forthese fatlors. ss plate inspeGion per the Tooth Count Methotl when this tmss is chosen for qualdy assurance inspeclion. 8) This iru c 7) Bearing at joinl(s) requires 2, 8 consitlers parallel to grein value using ANSIlTPI t angle to 9rein fortnula. Building tlesigner shoWtl vetify ot beann9 surtace. 9) Provitle mechanical connection (Ey olhers) IN tmss lo bearing plale capable ot wMhstanding 456 Ib upiiR at joint 2 antl 3331b upli 8. W) This truss is tlesignetl in accorUance with the 20031ntemalional Resitlential Code uctions R502.11.1 antl R802.102 antl re ere slandard ANSIrtPI i. LOADCASE(S) Standartl Augusta,t007 roru ox rms.wn wrl.rroso mru xzew.xcs tnce em-7473 ecnvas use. W.,nrvmc - ~..:n a<.a. wa~r... w xrw n B^ wlltl ~or uu onN ~~h Mlek connx~ors. Thb tlesi0~ - b°~ ~ n^pp~~o'npp~a~~tibMy o~ boikinp'tlesipner~nod soul t in+ss tlehpne 8racmg shown Desi lkobllity ol tle5i0n Pop~ni~ ontl proptt InGmpa'afion o ~dl eclorePtlditPional pertnanen~GacinO e~~ROVeroll sVUtldvre is 1 e~rew a bbiliry o1~iM1e bvleld rp tles p^erf or 95e~ero~1 gultlance regard n0 ~ Sa1Ny IMOlmolaonY co ~bble homirvs~IP e1 In\Ilule. 5Band 3 DOnoinoDeuMatllson W'I53119.~ W~. DS6-89 antl 6CS0 EuOtllnp CemponeM 109 .1 <-0 5-0-14 696 5-0.14 ~g~_195~ 5-04d 6-B-fi 1>-D 6a - ~ LOADING (ps11) SPAGING 2-0-0 CSI T~~L 300 Plateslncrease 1.15 TC 095 (ROOf Snow=3D.0) Wmber Increase 1.15 BC 0.91 TCDL 10.0 Rep Slress Incr YES WB 045 BCLL 0.0 Cotle IRC2003lTPI2002 (Mathx) LUMBER TOPCHORD 2X45PFM10 BOTCHORD 2%4SPFMtO WEBS 2X4WWStutl/Sttl'ExCept` S102X4SPFM10 SLIDER Left 2 X 6 SPF 21DOF 1.BE 3-2-0, Righ12 X B DF 7950F 1.7E 3-0-14 REACTIONS (Iblsae) 8=945/Mechanical,2=1077I0-5-8 Maz Hars 2=35(LC 5) Max UpliRe=325(LC 5), 2=-446(LC 5) Mez Grev 8=10D9(LC 3), 2=1198(LC 2) lor, DEFL in (lot) Utlefl Ud PLATES Vert(LL) -0.3010-11 >754 240 MT20 Vert(TL) -0.63 10-11 >363 180 I Hoa(TL) 072 8 Ne n/a Weight 8216 BRAqNG TOP CHORD Slmctural wootl sheathing tlireclry epplietl. BOT CHORD RigiE celling tlirectly applied or 2-2-0 oc b2cing FORCES (Ib)-MaximumCOmpression/MazimumTension TOP CHORD 1-2=0126. 2-3=-28751762, 3-0=-2693/779, 4'S='2482/509.5-6=2474/St2.6-7=2554!/55. 7-8=-2724/725 BOT CHORD 2-11=-536I2335, 10-tt=-54612376, 9-10=511/2237, 8-9=505R796 WEBS 4-11=01137,410=-354/377.b10=301/2t59.6-70=-2581425,f>9=-41122 NOTES 7) Wmtl: ASCE 7-07 I10mph; h=25fl; TCDL=6.Opsf; BCDL=6.Opsi; CateBOry II; Ezp C'. enclosetl', C-0 Eaienor(2); cantilever leR an ng ezposetl ; entl vertical lett antl ngM exDosed; Lumber DOL=1.D0 plate grip DOL=t 00. 2) TCLL ASCE 7-02; Pf=30.D psf (flat roof snow)', Category II{ Ezp C; Partially Exp.; CY- 1 3) Unbalanwtl snow loads have Eeen consitleretl for ihis design. 4) This truss has Eeen tlesignetl for greater of min roof live loatl ot 16.0 psf or t 00 times flet roof loatl M 30.0 psf on overhangs non-concurrent with olher live laatls. 5) This tmss has been tlesignetl for a 10.0 psf bollom chortl live loatl nonconcurtml wtlh any other live loatls. 6) As requesletl, plates heve not been designetl to provitle for placementtolerances or rough hantlling antl erection contlRions. It is the responsibilfty ot the fabricalor lo increase plate saes to account tor these taclore. 7)1Tis truss requires plate inspection per the Tooth Count Melhod when Nis truss is chosen for qualfty assursnce inspeclion. 8) Refer to girtler(s) for trvss to truss connections. 9) Bearing at joint(s) 2 considers parellel to g2in value using ANSIlTPI 1 angle fo grain fortnule. Builtlmg designer shoultl veriFy wpacity of beann9 surface. t0) Provitle mechaniwl connec[ion (by others) oi lruss to heanng plate capable of wiNSlantling 3251b uplift at joint B antl 448 Ib uplitl et jomt 2. 11) This Wss is tlesigned in accortlance wdh the 2D031nlernational Re5i0eMial Coae sections R502.11.1 antl R802.702 antl referen~ standard ANSIITPI t. LOAO CASE(S) Slantlartl GRIP 169/123 8252 August 8,2007 -ilsli A-' <.s.to 4-10-2 4 WA Nt' dexYnPen PAG8YII.9I198£POItBUSE. ~ FNINO. Ve meMn ¢ M REAO MOTES ON SFIIS AND A'CLIIOHp MsTTE R ~ . De4gn valitl forvse onN ~M1 µ~ek mnneclors. iM1is tlesi0n a bosetl onN upon paromelerssM1Own. an 'o for o~n~ d~d~ol bHid~0 er comp0onen MTek' Applica~ifity oi tlesiqn pammen~ers antl pmper incoPeration of <omponent a responibility of bvildln tlesig1 fiuss tles . Bmcin sM1Own Isfor lOieralyJOpotloliMimtlualwebmembersonly.RdtlitionallemprybrO[inglOlnsur<51abIlPytlutlnqmn5huctiOn151h¢re~nOSbiIGBOf IM1e ~^~4 ¢reCirn.AtlditiohOlpmnonenibmcin9of structure 'biliANSI/LPI1QoaIMyCMMaDSlrOanEBCSl16uYtllnpCompaneM )y]]GfGenEackl.ene,Sutle109 bbnmto~. 9ualiry, ^mnoM1'tao g 7vzslPla eInslitWa. 583 D'Onobo~ DnveV Motlrson. W I 53J14 . Gtlms Hel M115. CA.95G10 iJ-o 5-044 4'9'6 Srale = 145 ] BxB = 4-0 5-0 14 49E d£-00 0-Y JoE Truss Tmss Type Oty Py 3830 Routt SveePSharp Resitlemial Des R26284958 3830ROUT5T 502 SPECIAL 13 I J b Rei 1 of p Slock Builtlinn Suooly, Danver, CO. 80229 6.SD0 s Apr 2 2007 MTek Intluslries, Inc VJed Au8 DB 10'.'IB'09 20D7 PaBe 1 i4<o 1-6-0 6-1-03 8-0-1 t1-00.6 13-0-14 15-7-3 1&0.2 20-B-8 1E-0 4-1-13 3-0D.5 3-00.5 1A 6x12.)~.5 24-14 2-8-6 3.4 II 3x4 I I , B 6a4 ~ 1 10 11 3s4 II 4.1-13 8-0.1 11-0Pb 117-3 16-0-2 40-8-8 41-13 310.5 3-10-5 34-1< 24-11 4-8-6 LOADING (pst) SPACING 2-0-0 CSI TCLL 300 pletesincrease 1.t5 TC 0.83 (ROOf Snovr-30.0) Lumber Increase 1.15 BC 066 TCDL 10D Rep Stress Incr YES WB 0.83 BCLL 0.0 Code IRC2003lTPI2002 (Matrix) LUMBER TOPCHORD 2X45PFM10 BOTCHORD 2X4SPFM19 VuEeS 2 X 4 WW SWtlI51tl'EzcepP 2-16 2 X 4 SPF M 10, 4-15 2 X 4 HF Stutl/Sitl, 5-14 2 X 4 SPF M 10 7-14 2 X 4 SPF M 10, 7-13 2 X 4 HF SlutllStQ 313 2 X 4 NF StutlSltl 70-12 2 X 4 HF StutllSttl REACTIONS (Iblsize) 17=1158/03-8, 1t=t016/03-e Max Ho217=362(LC 5) Maz Upliftt7--452(LL 5), 11 =-384(LC 5) Max G2v 17=7410(LC 2), 11=101 6(LC 1) I^ S.I. = i'l0 i DEFL in (loc) I/OeFl Vtl PLATES GRIP Vert(LL) -0.45 'I4-75 >541 240 MT20 1691123 Vert(TL) -0.86 14-15 >285 180 Horz(TL) 1.00 11 nla nla WeighC 931b BRACING TOP CHORD Structural wootl sheething tlireclly applietl or 24-15 oc purlins, except entl verticals. BOT CHORD Rigitl ceiling tlirectly applietl or 5-514 oc bracing. (1) AND HORIZONTAL DEPL OF ~AO IN. EXPECTED ~ JT'"1~"~ 5 (2) PROJECT ENGR. TO VERIFY BOTH DEFLECTIONS AS THEY ARE ADEQUATE TO THE STRUCTURAL SYSTEM. (3) TEMP. SHORWG AND CAMBER SUGGESTED (BY OTHERS) PORCES (ID) -MazimumCompressioNManimumTension TOP CHORD 2-17=13981668, 1-2=0I100, 23=-325711226, 34=-3111/1250, 4-5=-4711H717, 5-6=-413311297, 64=4019/1417, 7-8=3057/1054, 8'9=-3t471973.9-10=2070/711, 10.11=1004/384 BOT CHORD 16-17=-%91116, 15-t6=-136B13128, 1445-1643I4599, 1&14=31811744, 12-03=55711974. 11-12=0/83 WEBS 2-16=-86526t5, 416=-858I355, 4-15=251/1288, SdS=-268/101, 5-14=-518/530, 614=-2341196, 7-14=4040I3050, 7-13=d6111455.B.t3=-'144/121.9.t3=-N31951,9.12=-744I267.10-72=-074It621 NOTES i) Wmtl: ASCE 7-02; 110mph', h=25ft', TCDL=6.OpsF, BCDL=6.Opsf; Category Ii{ Ezp q enGOSatl; GC Exterior(2); wntilever lefl antl right exposetl ; entl verticel IeR antl rigM ezposetl, LumEer DOL=7.00 plale grip DOL=1.00. 2) TCLL: ASCE 7-02, Pt=30.0 psi (flat roW snow); Category II; Exp C; Partially Exp.; Cl= 1 3) Unbalancetl snow loatls have bean consitleretl for this tlesign. 4) This ttuss has been tlesignetl for greater of min mof live loatl of 16.0 ps( or 1,00 times ilat roof loatl W 30 0 psf on ovethangs non-conwnenl wah oNer live loatls. 5) This truss has Eeen tlesignetl for a 10.0 psf Dottom chortl iive loatl nonconcurteM with eny other live loatls. 6) As requesteQ plales heve not been designetl to provitle for placement toleronces or mugh hantlling antl erection condRions responsibiifty W the faEricator to increase plete sizes to account forthese fectors. 7) This iruss requires plate inspedion perthe Tooth CounS Methotl when this iruss is choun for quaiRy assurance inspedion. e) Bearing at joint(s) 17, 11 wnsitlers parallel to qrain value using AN51liPl 1 angle fo grain fortnula. Builtling tlesigner shoulc verffy wpacRy of beanng surtace. 9) Provitle mechanicai connection (by oNers) of truss to Eeanng plate capable of withstantling 452 Ib uplRl a1 joint 17 antl 384 11. 10) This iruss is tlesignetl in ecwrtlance with ihe 2003 Intemetional Resitlential Code sections R502.11.1 antl R802.102 antl refereni stantlard ANSIlTPI I. LOAD CASE(5) Slantlartl August 8,2007 4 WARNfNG-Ve~j/yEaNpnp¢~vmCfSrsaMRF.1DMOTESONTHI6ANDA'ClA1)LDl~9'ER%PaRt~TE➢AG6Y➢.9I9388F0%USE. vofitl IOr use only viJO MT<k connecfors. iM1U design ie basetl only upon pOTmaters Shawn. Ontl ls Io, On iMivitlu0l bulltlbq componenl. D d h i ~e ' e pn own np z oi design pammenfers ontl poper incoPaaiion of mmponenl h responsibYlry oi boiklnp tlesigner nof ha tleSiB~er. Bmc bilif L h f MiTek y qpp CO i e Is for lobral wpPOtl ot lntlividool wGb members only. htltliLOnal lempomry bmcin0 lo Insvm slabiGtY tlunng conxtruclion u 1Yre responzibilfiry o emwnent bmcing ot ihe ovarall sWCNre is Ae responsibifity oi the buildrp tlesipnec Por qmerol puitlana reparC'mp ACCiL nal t T'q.Y ' p on O x quollry conimi storope, tlelivery, r tlion antl bracing. conzolt AN51/IRl Quallty CMMa. DS6-09 entl lUll lePtlinp ComponeM tabrication 7779 GrttnCech lane, Sulle 109 . Sabp IMmmoHen available hom lrvss Plate Imtllule, 5113 OOnofno Dnve, Matlison, wl 53719 . Wrus Hei Ma. LP.95610 I 11A-0 B~~ I 3x4 II 7 Sx4 = io „ 3x4 I I I~ n lbe ~ - DEFL in (loc) Ytlefl Vtl PLATES GRIP LOADING(psft SPACING 2-0-0 CSI 4 Vert(LL) -0.32 14-15 >754 240 MT20 1691123 TCLL ~ ,0 plates Inaease 1.15 (ROM Snow=30.0) 1 15 TC 0.9 BC 0.64 Vetl(Ty -0 67 14-15 >401 160 . I-umber lncrease TCDL 10.0 qePgresslncr YES WB 0.95 Morz(Ty 073 ii nla nle yyeight1101b BCLL 0.0 Cotle IRC2003RPI2002 (M~x) ROL) L 10.0 BRACING tl sbsathing tlirectly appiietl or 4-2-7 oc putlins, except l LUMBER 7pP CHORD woo S[ructura TOP CHORD 2 X 6 SPF 2100F 1.BE entl verticels. BOT CHORD 2%4 SPF 1450F 13E'EZCepi` BOT CHORD Rigitl ceiling tliredly applied or 5-4-I 4 oc bracin9. 14-172%4SPFM19 WEBS 2X4N^NStud/Sitl'EZCapP 2-16 2 X 4 SPF 1450F 1.3E, 4-15 2 X 4 HF SWd/Sttl 5-14 2 X 4 SP'r 1450F 1.3E, 7-14 2 X 4 SPF 1450F 1.3E 9.13 2 X 4 HF S1utl/51d, 10-12 2 X 4 HF Stutll5ltl REACTIONS (Iblsize) 17=N581O3-6, 11=1016/0-3-8 Man Hoa 17=362(LC 5) Max UpIi1t 17=453(LC 5), 1 1=384(LC 5) Max Grav 17=14t0(LC 2), 11=1016(LC 1) FORCES (lb) - MaximumCOmpmssionlMazimumTension TOP CHORD 2-17=-14381690, 1-2=01100. 2-3=337511261, 3-4='3203/'1282, 4-5=-4858/1769. S6=<249/1338, 67=-0WB/1410, 7-8=-2928/1000.8-9='3194/985,9-t0=21581737,t0-11=1027/387 BOTCHORD i6-17=~L06H74,15-t6=-139413219,14-15=-170314717,t3-14=-386/1926,t2-13=57612035,'I1-02=0/t03 ~0.bt4=01242,7-14=-9682856. WEBS -13=-343~642.8-13=01393,9't3-981945/9-62=-fi97256~0.12=~96I60 7 NOTES i) WmE: ASCE 7-07,'110mph; h=25ft; 7GDL=6.Opst, BCDL=6.Dpsf; Category II; Ezp C{ anGOSetl', GC E#enor(2)', canlilever IeN an ng exposed ; entl vertical left antl right ecposetl; Lumbar DOL=1.D0 plate Bnp DOL=1.00. 2) TCLL'. ASCE 7-02; Pf=30.0 psf (flal rooi snow)', Category I I; Exp C; Partially Exp.l Ct= 1 p R EG 3) Unbalancetl snow loatls have been consitleretl 5orthis tlesign. /5,.~ 4) This W ss has 6een tlesignetl Por greffier of min rooi live loatl W 16.0 psf or 1.D0 times flat mof loatl of 30.0 psf on overhangs ( Q O~• OQ NG yG 9~, % non-conwrtent with other live loads. 5) This Wss has been tlesignetl for a 10,0 psf bottom chortl Iive loatl nomm~curtent wdh any olhe~ live loatls. 6) As requesteQ plates have not Dean designetl to provitle for placement tolerances or rough hantlling antl emction conddions. It is ihe 0 responsibilny M the fabricator to increese plate saes to account for these factors. 28252 • 7) This truss requires plate inspection per the Tooth Count MMhoC when Ihis tmss is chosen tor qual0y assurance inspec[ion. 8) Bearing et joint(s) 17, 11 wnsitlers parallel to grain value using AN51lTPI 7 angle to grain fortnula. 8uiltling tlesigner shoultl veMy ~ capactty o( beanng surtace. 9) Provitle mechanicai connection (by others) of imss to bearing plate capable of wdhstantling 453 IE uplm at joint 17 and 384 ID uplitt t 10) This iruss is tlesignetl in accortlance wdh the 20031nternational Resitlential Cotle sec[ions R502.11.1 antl R802.102 antl retere ncetl SS/pNAI E slantlartl AN51lTPI t. Continuetl on page 2 August 8,2007 wuwmc - vs.rfr mswn mRmean ric xrw~ Nores orv rfus.vm mcf.onsn iarear uraxa~e rwrs xu fsva eseonc use. .ip I'tl 1 5 nly witF MTek conneclo iM1 d 50 ~va NuP°^ poorrelars ho . a tl 1 d' "rl I b-Id' B Oonent. olic dl ry 1 tl 9 Pomrtrenters antl proP P r'o f c po nl's r P IbiIPY f b'Itl 8 ce'9 of fruu designer . B a np sM1Own MM '~ek qT^ T`q.4 xl 1 I Ppotlof ntlrvdualwebmembe ly. Atldt II mpo rvdiac B1o- e i biltytl r, Frn „e egwtlinp otlhe .f,., <n.ironoloemwnenl6mcn0oNh overollsWClu -ih spooYbllH itheb'd~ ~~ep5l-89amntlal 6C 'tl S116uPtlinOCempenanl 77)]GreenEnckL4ne,5uilelDB 1 6.0 a-i-ia e-o-1 11-10-6 1~7-14 157-3 +ao-a zo-e-e t5-D 4-0-13 310-5 340.5 1-B-Bfi~L_i-5 1A-0C 1-6.6 S~le=i696 t4-0-0 9"~~2p II 4-1-13 8-0-0 11-00.6 1i7-4 18-~8 20.0-8 4-0q3 510-5 3-10.5 3-0.14 4<1< 2A-6 Job Tmss Tmss Type ~ly Fly 3830 Roun SVeatGShery Resitlemial Des U~~959 3830ROUTST S02X SPECIAL 13 ~ J RMemnm 1 Y Il Smck Building SuOPIy, Denver, CO. 80229 Ap 2 4007 M T k 1 tl 1 I Wetl A B 0810 18 11 2 W] P 9 LOAD CASE(5) Slantlartl ` WARNINC - V ry(l' M V D4 Grs wW READ NOTbb OHTIQS Al/D A'GLUOED dQTEX REF£R6NCE PAGE Md 9193 BEPoFE IIS6. DeAO 41 tl t ¢ only 111 Mi k nnecton h tl g - b EC O 1Y pon Poorni SFO`M1. . tl S tO 1i b'ly' p rtponent. qppll GIry 1 tle pn P l antl p p mP Tn of Go e^t ¢ ' rnpo bil ty f bu Id ng C'8ner o11Nxs tliq . B ac n0 mown u lw l01 1 Vppotl 01'nd"tl I b memb ly. ntld f I\ mp ry Emc B~ ~ s~ab fiy tl Fw gereral qtl„e < eBOrtl o8 0~ IDe ~ A~qw eveCld. Ntltl OoOOI parttw 1 b ' p oHh O rall 5lrvclu. M W rsb1Yry `f iM1 'ldmg fMwe r ne' . n5649 antl 6C511 6uIItlInO Component 777 GevOGeG IJne SutlG 109 JOb N55 N55 yFE Ply 3830Rautl5lreHlSheryR¢ciEen4elDe[ R26ZBCB60 3830ROUTST SU%% SPECIAL 13 1 Job Reference o tional Slock BuildinB SuPPN. Denveq C0. 84229 o.oOu eSev.7 •owIg~ ~ e.. ~~,..,..rF., -16-D 4-1-13 6-0-1 1140-6 13-9-14 1543 18-0-2 20-8E 1-6-0 4-1-13 3-1D-5 340-5 1-9-8 1 -11-5 2414 2-&6 5r4 II Swle •161.] Y ava II ~ 4 1 13 1 e-0-1 ~ 11-10.6 ~ 15-73 I 18:12 - 20-13-8 4-1-13 3-10-5 310-5 3-644 2A-14 2-8-6 PI 1 OH5 t IXYl f2'0380.1 Bl I9'011241 81 ft2'0-2-12 P1-81116'0-3-00-1-81 LOADING (psn SPACING 2-0-0 CSI DEFL in (loc) Vdefl LJtl PLATESGRIP TCLL ~.0 Plale5lncrease 1.15 TC 0.83 Vert(LL) -OAS t4-t5 >591 240 = (ROOfSnrnr-30.0) Lumberlnuease i.t5 BC O66 Vert(TL) -0 8614-15 >285 180 TCDL 10. RepSiresslnu VES VvB 0.83 Horz(TL) 1.00 11 nla nla BCLL 00 Cotle IRC2003/iP12002 (MatdX) 10.0 BCDL LUMBER BRALING tOP CHORD 2 X 4 SPF M 10 70P CHORD Struaural wootl sheathing tlirectly applietl or 2<-15 oc putlins, BOT CHORD WEBS 2 X 4 SPF M 19 2 X 4 WW S1utl/Std'ExcepY except entl veRicals. BOT CHORD Rigitl ceiling directly applie0 or 5-574 oc brecing. 2-162X4SPFM10,4152X4HFSlutl/Sttl,5-142X4SPFM10 7-14 2 X 4 SPF M 10, 7-13 2 X 4 HP Stutl/Sitl 9.13 2 X 4 HF $tutllSltl, 10d2 2 X 4 HF SWd/S(tl (1) TOTAL VERTICAL DEFL OF 0.86 IN. EXPECTED @ JT "1415" REACTIONS (lb/size) 17=1158/0-38, 11=t01610-}8 AND HORIZONTAL DEFL. OF 1.00 IN. EXPECTED @ JT!'1T' Max Hoa 17=362(LC 5) (p) pROJECT ENGR. TO VERIFY BOTH DEPLECTIONS AS THEV Mex Uplift 17=452(LC 5), 11=384(LC 5) ARE ADEQUATE TO THE STRUCTURAL SYSTEM. Mez Grav 17=1410(LC 2), 11=1016(LC 1) (3) TEMP. SHORING AND CAMBER SUGGESTED (BY OTHERS) FORCES (IE) - Maximum CompressionlMazimum Tension TOP CHORO 2-17=-13981668, 1-2=0/10D, 2-3=-3251A226, 3-4=-311111250, 4-5=-07t 1/7717, 5-6=4133/1297, &7=4 01 911 41 7, 7-8=3057/1054, 8-9=3147/973, &10=-207D/711, iD-11=1004I384 BOT CHORD i6-17=369/116, 15-16=-1368/3128, 14-15=-1643/4549, 13-14=-3t811744, 12-t3=55111974, 11-12=0/83 WEBS 2-16=86512615,4-16=85BI355,415=-257/t288,5-15=-268/t01,5-14=51H/530,Fi4=4341196,7-t4=4040/3050, 7-73=-06t/1455.8-13=-144/121,9-13=-tt3/951,9-12=-7441267,10-12=-474A62t NOTES 1) Nf ASCE 7A2; 110mph; h=25R; 7CDL=6.Opsf; BCOL=6.Opsf; Calegory II; Exp Q enclosetl; GC Eaierior(2); cantilever left antl right ezposetl ; entl vertical lefl entl right exposetl; Lumber DOL=1.00 plate grip DOL=1.D0. 2) TCLIL ASCE 7-02; Pf=30.0 psf (flat roN Snow); Category II; Exp C; Partially E%p.; Cl= 1 3) Unbalancetl snow loetls have been considereC forthis Cesign. 4) This lruss has been tlesignetl for grealer M min roof live loatl of 16.0 psf or 1 00 times flat mof loatl M 30.0 psf on oveMangs non-condlrtent wRh othef live Ioa05. 5) This truss has been tlesignatl for a 10.0 pst botlom chord live loatl nonwnwrrenl wilh any olher live loatls. 6) As requestetl, plales have not been Eesignetl to provitle for placemenl lolerances or rouph hantlling entl erection wntlhions. It is Ne responsibilily M the fa7ricatorto increase plete sizes to acwunttor ihese fadors. 7) Th is lruss requires plate inspection per the Tooth Count Methotl when this imss Is chosen for qualHy assursnce inspection. B) Bearing at joint(s) 17, 11 consitlers parsllel to groin value using AN51/TPI 1 angle to grain fortnuta. Building tlesigner shoultl verf capactty o( bearing surface. 9) Provitle mechanical connection (by others) M truss to bearing plete wpa6le of wilhstanding 452 Ib uplM at joint 17 and 384 Ib upl'M at joinl 11. 10) This tmss is tlesignetl in accortlance wfth the 20031ntemalional Resitlential CoCe sections R502.11.1 antl R8021 02 antl rMerencetl slantlard ANSI/TPI 1. LOAD CASE(S) Slantlartl August 8,2007 4 WARNfNG. VeM1NV OtflGn➢4mmef[rs arW AE.1D NOr85 oN r&18 MD INCLUDED amsH XEPExsxCS PwOe em I va Paroxs usa. I Cesign wlltl for vse only with MRek mnnedors. iF'e tlesipn'¢ bosetl onN uPOn poromelers shown. oM e lor on InSVbuol builtling comportenl. Y AOPIiCObiliryoltleSiBn POramenlersantlqopttinmryorationdcomponGnl'SrezponnlbiIMyof EUiltlin0desipne-n0t lmstlesiBnG[BmcingIhOwn Atltllfional lempomry brochmfl 10lnsure 51abiGty tlo~in8 wnsfrutlion is 1h<TSporcibilfity ot the TbHS OnI tllNtl l b f i MiTek' Y. we m¢ n oO is Iq lateral wDPOtl o Atldiiional Pertnanenl Emchp otIM1e overoY simcNre Is the responsibilily oi ihe boiltling tlesiOM,.Fa 9erierol guitlantt reportlinp erecior ~~+=~•~4 . aIXyC~IMa.02l-89antllUllEWldlnpCompansM H51WlI~Q u ul~ A fabrication l o~b o N ]])yGreenE¢kLan¢,SMe109 1 ~ atl aS&lrOn l Dme o PlOle lmi vPlbbl¢ ho Ctlms Hei M5. CA 95610 BxB = ~ ]A-05 734 _ 4-&2 rian n -ni DEFL in GRIP poc) Vtle9 Utl PLATES SpqpIN CSI 4 Vert(LL) -0.10 bt0 999 240 MT20 t691123 Platesl SnD~-30.0) = TC 07 BC O.B2 Vert(Ty -D2fi 1-'ID >896 160 = Lumbet YES Rep Sl WB 074 Hoa(Ty 004 7 nla nla ~i9„t: 1031b CoCe I (Matrix) • BRACING ly aDPlietl or 4D-12 oc pudins, ezeept Slructural wootl sheathin8 tlirect LUMBER TOP CHORD 2 X 4 SPF M 10'EzcepP TpP CHORD . entl verticals, and 2-0-0 x pudins (6-0.0 maz.): 5-6 5-6 2 X 4 SPP M 19 gOT CHORD RigiC ceiling tlireccly applietl or 10.0A oc bracing. BOT CHORD 2 X 4 SPF M 10 yyEgg 1 Row et miCpl 6-7, 48, SB VJEgS 2 X 4 HF StutllSitl'6ccepY 41MNSNNSltl 4102X4WWStutlI51C JOINTS 1B2ceatR(5):6 , 672X4SPFM19,2-1D2X REACTIONS (Iblsize) 7=967/0.3-8, t=96710-SB Maz Horz 1=47(LC 5) Mac Upl'RI7=-368(LC 5), 1=326(LC 5) ManGrev7=967(LC 1).1=1209(LC2) FORCES (lb) - MazimumCompressioNMeximumTension TOP CHORD 1-2=17431484.2-3=1417/480, 14=1146/509.4-5=-6291403.5-6=-398/406. Cr7=9 2314 6 4 BOT CHORD 1-10=332/1318, 9-10=-101/854, 8-9=-1011854, 7-8=01259 yVEgg 2-10=357/3D3,4-70=-t6t/585,4-8=-803I406,5-8=-774/50,6-8=2981926 NOTES 1) Wintl'. ASCE 7-02; tl0mph; h=25tt', TCDL=6ODSf; BCDL=6.Opsf', Category II; 6cD C; enciosed; C-C Ezterior(2); cantilever lefi and ng ezposetl ; entl Vertical letl and ngM exposeQ Lumber DOL=1.1)0 plete grip DOL=t.00. 2) TCLL ASCE 7-02; Pi psF (ilsi root snow); Category 11: EaP C; Partially Exp.; Ct= 1 3) UnDalanced snow loatls have been wnSiCeretl fot this deslgn. 4) Provitle atlequete drainage to prevent watar ponding. 5) This W ss has Ceen tlesignetl (or a 10A psf bottom chortl liva loatl nonconcuRenl wilh any olhe~ live loatls. 6) As requestetl, plates have not been designed to provitle for placement tolerances or rough handling and erectiom mntlRions. It is 1 responsiCiliry W the fabncator to increase plate saes to account tor these faclors. 7) This Wss requires plate inspection per ihe Tooth Count Methotl when this lmss is chosen tor qualiry assurance inspeclion. g) pmvitle mechanical connection (Oy others) of truss to bearin9 plete cepaEle of whhstantling 3681b upiifl al joint 7 and 3261b upiitl t. 9) This lruss is tlesignetl in acwrdance with lhe 2003 Inlemalional Resitlential Cocle sec[ions R502.1 1.1 and R802.102 en re erenm stentlartl ANSI(TPI 1. 10) Design assumes 4z2 (Flat orientation) purlins et oc spacing intlicaletl, fastenetl to truss TC w12-10E nails. LOAD CASE(5) Stantlartl August8,2007 WMxfNO' OeNY C[Nn➢~•^^~^fen nrW READ NOTFS ONTHIS MD pCWD6" HRaR Rai'ErtsNCl PAGS ltll9~f3 eEPORE ~56. an volid for uze onlY wth MRek conneclors. thn tlesgn based onN upon pmometers SM1i antl Is (or an Irdlntluai builtllnq comPOne^i. i . . _ _ _ ....novibillN oi WiItlInB di not ttuv tlmipner. Bm<in9 sY o....a,..__________- . ' naM brocin8 of fne overoll slmcWre 6 Ae respons ~ o - Ce ))y] GreeneeG Lenecsuite t . ...,ni ANSI/t%1QOO111YCMe~k.DS!-lland6CS116u~dlnpmP~enl oa . n 10.2-1 1593 t9-B-0 tA-0 53-03 14-0 53-13 4-10< 4104 41Z - 4'82 Scale=1fi64 3x8 tp 9 a U01 1 0-7-0 3.4 ° 3.4 = 3.10 l fixi] 5 MTt6 II LOADING (ps~ SppCING 2-D-0 LSI DEFL in poc) Vtle9 Utl 99 240 PLA7ES GRIP MT20 1691123 TCLL 30.0 Plates lnaease 7.15 TC 0.93 Vart(Ly A.DB b11 >9 >999 180 MT16 1161127 (ROOt Snovr-3D 0) LumDer inaease 1.15 BC 0,90 Vart(Ty -0.16 3 b11 7 nla n/a TCDL t0.0 Rep Stress inu YES WB 0.88 Horz(Ty 0.0 WeighC 1181b BCLL 00 Cotle IRC2D03lTPI2002 (Malti~) 1 .0 LUMBER BRAqNG TOP CHORD Stmctural wootl sheathing tlirectly applietl w 3-10-0 oc purlins, except TOP CHORD 2 X 4 SPP M 10'ExwpY entl vertiwls, and 2-0-0 oc pudins (2-2-0 maz.): 5-6. SE2X4SPFM19 BOT CHORD Rigid wilin8 directly applietl or 10.0-0 oc bracing, Except: BOTCHORD 2X4SPFM19 e-5~9 oc bracing'. 7-8. VJEBS 2 X 4 HF StutllSttl'EZcepl' 2-11 2 X 4 VJJJ Stutl/Sitl, X 4 SPF M 79 2-9 2 X 4 WW StutllSltl ~ 6'~' 4B, 5-B, 5-7 ln 1 6-7 2 NTS R(s): 6 t grace a WEDGE Left: 2 X 8 SVP No.2 REACTIONS (Iblsize) 7=96710.3-8, 1=96710-5-8 Max Hoa 1=54(LC 5) Maz Uplitt7=363(1-C 5)1 1=-321(LC 5) Mez Grav 7=1044(LC 2), 1=1242(LC 2) FORCES (Ib) - Mazimum CompressionlMazimum Tension TOP CHORO 1-2=t603/483, 2-3=1'119/370, 3-4-816I403, 4-5=d761372, 56=-8/31D, F7=-t25/234 BOT CHORD 1-11=305H349, 10-t1=30511349, 9-10=30511349, 8-9=30/786, 7-8=0/242 VJEBS 2-11=D249.2-9=-6921340, 4-9=107/511.48=-934/431.5-8=530/838, 5-7=-1098/357 NOTES t) NAntl: ASCE 7-02; 710mph; h=25ft; TCDL=6.Opsf: BWL=6.Dpsf; Cale9ory II; Exp C; endosetl', GC Eztenor(2)', canfilever lefl an ng ezposetl ; entl vertical lefl and right exposetl; Lumber DOL=1.00 plate grip DOL=1 00. 2) TCLL ASCE 7-02, M=30.0 psf (tlat roof snow)', Category II; Ezp Q Partially Exp.; C1= 1 3) Unbalancetl snow loads have beem mnsitleretl for this design. 4) Provitle etlequate tlreina9e to prevenl water pontling. 5) Thls lluss hes been Cesignetl for a 1 D.0 Dsf bottom chortl live loatl nonconcurtenl wilh any other live loatls. 6) As requesletl, plates have no1 been (Jesignetl to provitle for placemeM tolerances or rough hentlling and ereclion wntldions. tl is the responsibiltly of the fabncator lo inctease plate 5¢es lo account fot thesa faclors. 7) All pletes are MT20 plates unless oNerxise indicated, 6) This imss requires plate inspection per the Tooth Count Melhotl when this truss is chosen for qualM essu2n<e inspection. 9) Provitle mechanical connection (by olhers) of trvss to bearingplale wpable of withnanding 363 Ib uplfft at joint 7 and 321 Ib upliN e1 t. 10j This lruss is tlesignetl in accortlance wdh the 2003 lnlemational Residential Cotle sections R502.11,1 and R802.10.2 and r i stantlartl ANSIITPI 1. 11) Desi9n assumes 42 (flat onentation) putlins at oc spacing intlicatetl, fanenetl to Wss TC w12-10tl nails. LOAD GASE(S) Stantlard August $2007 4WwRNIxG-O~rVYd~`iYnDaramebrsnMAL.1DNOTE50NTHI8MDMCLU➢E~mTdF PA'(dEe.9I>38F.~0%fISE_ ~ . DeSipn volltl ip uze onlV ~M1 MRek mnnectors. iM1is tlesipn-is baseU onN uPon pmamelers shown. and u iw an InGVitlvol boiltlvip componenl qppll[obility of dMiBn Garamenl¢rs and prOper InCOryOrOfion ol [ompDnenl msponsibXity o1 builtlin0 tle49ner n01 htm tlesipnec BroPng Shown MTek' i5lIXlole~alsupp'~I~ollntlivitlualwGblMmbersOnly.AtldillonOltertWOfaryblacinB~oln5ufe31abiliiytle^Cn9 ico~51~C~ion5111erG5poMiGlfllyO~~M1e er¢clo¢ AdtliOOnal pertnanmt bocNg ol Me overoll Sirvclure h tbe resDOnsibiliry ot iM1e boiltli~'g deA . a l puitlonce rcyortlin0 , 09 5°k ~Mermallon ~~IObleihomiroRPlofe~InstlWie~583DObrocing noMODn eV'MOtlROn,'WIP153JQ19~LMerin. DS6-89antllC311lu0din9COmpenenl 7mGreenGCkLecrc SuXe1 CM1msHel Ms.GF.95810 14-D 5-01-13 11-62 17-0E 19-8-6 14-0 5-11.13 5L4 5E4 4xB2~2 Sule=1'79.1 BxB = it 10 9 8 ] 2.4 II 3x4 = 3x4 = 0&B-Q 8 7"0 3x4 - 5-01-13 NL-P 1b0-6 1368 5-11-13 564 5E4 4-8-2 Job Tmss Tvss Type Ory Ply 3830 Routt SVcet65narp ResitleMial Des R26259953 I3830ROUTST 703 COMMON 2 1 J b Reference t onal Slock Building Supply, Denveq C0. 80229 Y o ovv s npi 64-0 ~4-01-11 1 9-5-14 I 140-0 ~ 18-6-3 161 14-0 411-11 4L-] 4F3 663 Sx}-R3 Smle=185.6 6 3xa II 7 Y~ 14 = 3.4 = 3.4 8-]-0 3.4 II 4.11-11 9-5-14 1404 1&&B 4.11-11 4b-3 4E-3 SA-B LOADING (psf) SPAQNG 2-0-0 TCLL 30.0 plates Increase 1.15 I (ROOf Snow=3D.0) Lumber Increase 115 TCOL 100 Rep Stress Incr YES BCLL 0.0 Cotle IRC200311TP12002 LUMBER 70P CHORD 2 X 4 SPF M 10 BOTCHORD 2X45PFM10 WEBS 2 X 4 HF StutllSid'ExcepC 2-12 2 X 4 WW StutlI51Q 2-10 2 X 4 VVW SWtlISttl 410 2 X 4 WW Slutl/Sltl, 68 2 X 4 SPF M 10 REACTIONS (Iblsize) 1=952I0.5-8, 8=975/0.3-8 Max Horz 1=685(LC 5) Max Uplrft 1=-121(LC 5), 8=-554(LC 5) Max Gtav 1=1237(LC 2), 8=1 177(LC 2) C51 DEFL in (loc) Iltle9 Utl PLATES GRIP TC 038 Vert(LL) -0.06 1-12 >999 240 MT20 1691123 BC 0.49 VM(TL) -0.12 1-72 >999 180 VJB 0.91 Ho2(TL) O.D4 8 nla nla (Melnz) Weight: 122 Ib BRAqNG TOP CHORD Stmclural vrooE sheathing tlireclly applietl or 4-13 0< purlins, ezcepl antl verticels. BOT CHORD Rigitl ceiling Cireclly applietl or 7-1-7 oc bracing. VJEBS 1 Row et midpl S8, 7-8, bB PORCES (Ib) - Maximom CompressionlMazimum Tension TOP CHORD 7-2=1849/126, 23=1293/57, 34=-1150184, 4-5=-77D/40, 5-6=-7 7819 7, 67-26163. 7-6=-48199 BOT CHORD 1-12=b8211403, N-12=-6B2I1403, 10-1 1=-682/1403, &10=455/957, 8-9=247/530 WEBS 2-12=01205, 2-10=554/262, 4-10=113/406, 4-9=737858, 59=-226I707, 5-8=-10241475, 68=3351215 NOTES p Wntl: ASCE 7-02; 110mph', h=25R', TCDL=6,Opst BCD1-=6.Opst Calegory II; Exp C; enclosed', GC Exterior(2); tantilever left exposetl', enC vertical IeR exposetl; Lumber DOL=t.00 plate grip DOL=1.00. 2) TCLLt ASCE 7-02', PF-30.0 psf (flal roof snow); Calegory II; Exp C; Partielty Exp.; CY- 1 3) Unbalanced snow Ioatls have been consideretl for Ihis tlesign. 4) This truss has been tlesignetl for a 10.0 psf bottom chortl live loatl nonconcurtent whh any other live loatls. 5) As requested, plates have nol been tlesignatl to provitle for piacement lolerances or rough handling antl ereGion condttions. H is the responsibilily of ihe fa6ncator to increese plale sizes to accounl tor these fedors. 6) This truss requires plate inspection per the Tooth Count MeMOtl when this Wss is chosen for quairty assurence inspection. 7) Provitle mechaniwl connecfion (6y others) of truss to bearing plate capabie of withstending 121 Ib upliX at joint 1 antl 5541C uplitl aljoint 8. 8) This truss is tlesignetl in accorUance wilh the 2003 Intemetional Resitlenlial Code sections R502.1 1 .1 antl R802.102 antl reterencetl stantlard ANSIRPI i. LOAD CASE(S) Stantlartl yG 28252 August 8,2007 4 WAIWLV4 -Yei{fy 6s+ipn ynmrruun arW RBAD NOSLS ONTTIIS AND IMCLtIDLUlOTE1: FL1'BRLMfd ➢AG6YII.91 ]3 8EP0%USC. , valid for ou only witM1 hLiek mnnectors. iM1¢ tlesi8n is basetl onh .POn paramebrs siown. antl Is br on IndrJitluol boiltlirp comooneN. si D M1 e Owl~ O ot desi0~ Polartllnters v11d {NOper InCOryofOtiOn ol COmpOnel116lespoli5lDllin' oI bVINinO tl<99 0~- ^OI hVP tle9pner.&ating S L[obifll q iWf HM1 iTek _ y pp y o e Is fw lo~eial [uppott of inClvitlual web memEers on'ry. Atlditlonal iGmporary bOCinp 10 imvm SIObINlY tlunn hu[(ron u llx respornib ¢ iFe ra5ponzibilM oi the builtlirg tlesipnec Far 9eneral poitlona mgortling ll i t h _ e overa ruc urc s ectoc ACtllFlOnol pemronenl bocinfl oi l rol sloroBe. tlelivery. ,tron antl bacing . onioX NNSI/Itll puallly G11Ma. DS!-0V antl BCSII le0tllnp Compen.nt qvalHy con 1oEncafion O ]]n GraeOEeck lana, Suil¢ 109 ' , me, Madnon. W I il719. Sa1eH Inlom~ellon ava lotle hom irvs Plate Ins~itule. 503 D'Onofio Gftrus Hei Ms. Ch. 95610 3.10 " 1211 10 9 B ~ N r w vr s r n~ ZO. r ~ D Xw ~n G p 0 }r m p O I I w D V oN~E p pza D , c oo p A- ~ ~ D°-.~-~-~~°oa Z 0 m 2 N m~~~Nn~~ =,;oQS °-ao.°m D rypo~Cl"0~ CO~O; a r' N~O.N C« ~.~CN ~OA O_-ON~~ O a~oo°m~ n a:'oc~~oo ='~~~m oo°a~o~co ~m' D~"'3^ ~o ~aQ qoN <QO~-o ~ o-.~°da~ a ~mma 6 o'QO NP° '°~„`_°.o rA-„ ac~omog-o ~~pO °mm<° Z~o°~ m am~ Q~°a`D -Z, 2°-=.'^m°o n mo~ =6< Q am~ 5~oa' N 3°-. °-Qo~-D' ~~~oo¢~ ~ 6~~0 003 T ao ; oo ~o_~4.p ~QOmS,c°- °p;n F `.'.5 0 3~~m z -o=~~°~o ~no~ 30 =03 x o~ a° p°o n3 ~c~<m o~o oon 0 \„m mo c~~ m ma3 00 0_0 Q o'o~ 0'o o ' m 0 0 x mo ~Q ~SQ9 ooa ~om' N~ < o Jt° o z n a~ TOP CHORD NAaA f) O 20 mOZ Z r~n C A' Q' N-i s mm ~ W Z(Jf T'6 T tt ~ N y A NT v~ , ~ ~ m v~i p 'mm O F~c o,PVU D H> n V C ~V V D N D W2"7 N ` ~ T T ~ DK ~ A A A ~°e v c 3 O z rn m ? 13 ■ O ~ w D z nA O ~ oo ~C IC ~ O ~D H A E~ ~y/ A ' P L O- 0 m~ 4i n 10 s ` m A f D o, ~ y m O p(1 rn wae w n~ 3 15 ~ F s a7 N A O m a N w ~ ~ U-5 A < TOPCHORD a 91 P ~ J D 0 o m:~ o- v~ os i~ N=9 N° „c c o oo~ oa~ ~z o'g£~ _an ~ ao ~oA amc ~ oo $ o v'c ao 0 o ll ^5a S o=o o.°~m~ (pa C ~m 0 5.a o_ ~o af) No' v Q°Q f.r o"' » 3 sfaa m 5__Q a_. fl CD 0 ~-o m ~m m 3 m ~o0 ~ ~ oo m r 3 ov m m < m Nm SK 4 o ~o 8 0 0 - ~no m~ a- 3 : n ox c~0 a (p p ^ =`-o 'mm o= S°o' qa anm o~ osp ~m 3c m3m " mm~~°- sm °c_~p`° oco O T r~ ~m 'VO. N°o d°0 7 m~- o~ m~ oOO o` O.m mo'o oS Q°~g p~ ~ O ~ NO ~S~ < N^ ~ JN N ~0 ~.0 6N~ 6~ ~J =N C„p Q dJ~ 7N NJ17- nG ~ ~ O ~ 0'~ amm m~`~ s~a ca p6 3m o~°-~ o o» °-O mom o1OSm n~ 'mo moo os m c2 no~ op nm m.7 a-~Raa _n O ~ c cJ o~a 3- vc oJ oF a,° m22 ~p1O ao o:.. I S ~ 0o m~ <=3 0 0~°-~ mg os oo m°_n'o_ 'm~ 30 c °ca nR`i° p 0 Q n o 3 c m ~ m ci ~ a m o m~ o m a m_ Q a'^ o „ o o m g°-' o o c m `_m `DOm m aQ ~a 'm°m a pR' o~o 0'm ~"c_ cn'c p o1O <<o ag'ma o~'- oo q 9m' '~m 07- vo >v ~oo o o~ C~ ~ '°o ('iD ^ a o o`~ ~ 'tD3 No pm 'mm p <F mf =pm 'm~ `G Q lb a 9- » S4 Sc 3~ ~o o? =o 0~ ~ EQ a' mM~ a3 v, Q ;cm a @ m ~ oM ma ?o c o 3 `°a po oc No a ° N ~ ° ma ~a 3.30 '-n' Pg o 0 o o' m o g, " 0° 3 "o ~ ~ ~ 6 ° mt° m o ° m ~mB = _6 m°' °'o m - m m n' o 0 3 CD Z 3m m ~ N fR% O®O©® Building Supply Denver Truss 6777 Downing St Denver, Colorado 80229 (303) 289-5461 / Fax: (303) 288-8576 3830 Routt Street j Addition Sharp Desi n Page: 1 Of I Truss Hardware List : . . . . . . . . F m i r4 i F i i F 0 0 y I y L ! 0 A ' j i i i l i i i ~ Y O • ~ a W ~ r- . C o d ' U ~ = E• y ~ ~ ~ ~ W' O U 0 cif a ~oZ ~ ❑ U) ~ Z W °°Q > NMM ~NU o y ❑ oW ~y F- V N M y~ Z dM ; . = aM c Q ~ d ~ U ❑ O U ci ~~E ~ W ~ l~ d R O ❑ ; ~T11J 4 u a i T ~ S ~ Mi i Aug.17. 2007 M3PM steck 61dg 652 Denver Truss 1247 E 68° AV2. OENVER [10 80719- (363) 2W5461 M 308 (803) 286'8576 Fmc SootQThomPwn0stockwpply.mm 0 Tec AI No, 2390 1 XtOOK Building Supply WW7-7- r-ronr ScOtt T1AOA0.pso11 Fa= (303) 232-9444 Pagsa: 5 vimwm Oa,4e: 8117l2007 RE: CC: ❑ Uryan! ❑ Far ReWew ❑ Piease Cw^mant Ll Plense RePly ❑ Please Racycle • Comments= Al, Here is the repair letter for the 502. Thanks ST Aug. 11. 2007 2:03PM siock bldg 652~~~ No, 2390 P. 2 m.. 0 Re! 3830RoutSt 3830 Routt Sveet\Shazp Residential Des MiTek Induslries, Ine. 7777 Greenback Lane Suile 1Q9 C11rus Heghts, Ch 96610 Telephane 9167676•1900 Faz 9161676.1909 "Ihe uvss drawing(s) referenced beluw have been prapared by MiTek Indushies, Inc, under my direct supervision based on the pmameters pmvided by Stock Building Supply-Denver,CO. Peges or sheets covered by this seal: tt26368530 thru R26368530 My license renewal date for the stete of Colorado yMay 31, 2008. 'I}ie sea( an these drawings indicate acceprance of professiona] engineering responsibi2ity solely for the huss compoaents shown. Ttie suitability and use o£ this component for any particular 6uilding is the tesponsbility of the building designer, per ANSI/I'PI-2002 Chapter 2. Aug. 11. 2001 2,93PM stack bldg 652 No.2390 P. 3 dab r.s Trvca rioa qq Mr 9am RM SwenSncN naxaemir oas RI896863v O1rt97 602 SPfGl.n~ 13 t JoE Rakra~a ma Stauc BNmnp Swpy, Oamree. Go. 6o2R9 a-a 6.600 s aDr a1+7 MiTak trqygNee. Ina wtd Mg +s ta:ot:m 2007 .I4~0 ~ ai.~a F &b1 ~ N-40! Wu ~ t47-T Gt h T6BB ~ 11dE 41-19 }i65 3.108 1-Pp 2.11J Z411 4d8 UNLESS NOTED OTHERwISE 2-0-%" 10' 11 7 9rI II ~ I.uD r 6 0 ~ qRB p a'" B I ' Sr12 ~ 5 1Y ~d6 i 10' 7( ' C'~ r ~ ' q ~ &r x11 S = I q tx ' I 4 5 ` ~ +s ~~e = a ne „ s~s II ~ T 1PX 30' ~ I 78 e.m t2 ~ ~t8 % i ~ I 1.19 ~ A61 F ~~.1G6 ~ ti'h9 ~iEN,~ ]p E8 a"19 iios 311P9 }614 I z+u 288 GENERAL REPAIR NOTE; THIS REPAIR IS FOR: TRUSSES 5PACE0 2$-0 INSTEAD OF 2A-0 ~ 1- INSERT (3) 2X4 HF NSTU6/5M. NEVJ WEB MEMB£RS AS SHOWN. ~~UA WITHr16dHCOMMONXWIREANAILS(01Q8"X3.0"~fi O.C.,~2CROWSWITFI TRUSS MINIMUM AFAOUNT OF NAILS SH01hM CIRCLEO PER FACE OF EACH MEMBER. (75132 EXP.1. 32l16 SPAN RATE❑ O.S.B MAYBE SUBSTITUTED FOR PLYWDOD. 3 AT7ACH 20 SPP M 10. SCAB TO ONE FACE OF TRUSS. AS $HOWN VNTH 16d COMMpN WIf2E NAiLS(0.162"X3.5")@B" O.G.,2 ROWS. 3 INSERT 717' FIILER t1NOBR SCAeS AS NEEDED. AT LOCATIONS WHERE SCA6S AND PLYWOOD 4VERLAP, USE SCAB NAILS TO A7TACH PLYWDOd. DO NOT ppUBLE NA4, u arte.+s oa.eo-~a taza~ - ~za~ ie:a e. LoADWO(OaQ SPACING 2-0-0 CSI OFFL in (Ix) I(OBfi W PLAiES faPoP TGIL 30.a pqaa mueex 7.15 rC 0.83 VM(ly -0.4514~5 >5N 240 MT20 189l123 (ROOf S~ar-70 LumUer Invwm 1.15 BC o.8e VerIRL) -D.Pfi 1415 1285 t8D 1GUL 70.0 Rep 81nf9 I~r Y65 O.B3 NB Hoh(flJ 1.00 11 rJa nh BCLL 0 ~0 Goda IftC20D9?c13002 (M~ki[) YYelpm: 89 Ih BCD t0.0 LIIMBER BRAGING TOP CHbR02 X 1 SPF m 70 TDP CNOAD Slniduni wootl ehe@mm0 eireAlr eoollea or 2-446 x vunlna. qcxpl B0T CHOROS X 4 SPF M 19 ond reftal8. riE85 2 X 4 WW SWLISW 'Exupl' BOi CNOpD PoOItl uiling diipdy appleG or 'wr' 14 ac ereung. 4-08 2 X d SPF M 10, 4.76 2 X 4 HF SWd/514, 5-79 2 X4 SPF N 10 7-14 2%4 SPF M 10, 7-13 2 X4 HF SWdMm, ata 2% 4 nF SwN51d 10.12 2% 1 HF S7utl+SIC REAC710NS (IENin) 17=1195943-8, 77=10781U.&9 Mez Hora7-362(LC 5) Mea Uplhl7=452(LC 5), 11=-36YLC 5) rnax orw7=i4ia(lc 2), 11=1101ep0 17 FoFiG65 pb) - Ma(imum Canpeaemnm/axYnum Tennlon TOP CHORI) 2-17=139&888, 1-2=00100, 2.9'925111226. 3A•JN7A750. t5=+771711717, 5~~7AVI2B7, 6-7=407904 7-0'-9U57N054. 8-W3147I973, 9-10-107Untt, 10.91=101349" BOT CHOFA 1&il=-3BOIN8, iS16=436819129. 14-75=-1613H549. 13-14=310177M. 17-13=491tl914, 71-12-m3 wEBS 2-15-B650$615, 9-11fw85e455, 4-75=-25711708. 5-15=45eno1, 5.14=-6101590. 11-14=-2311196. 7.114_10101 7.13--46111455. e-19=-1441121. a79=-1131BSt. 9.12v-7441207, 1042.a141`1621 NOTE3 t)N1n0: ASCE 7-02: 770mph; h-25f1; 7COU8,Opyp, BCDL~.Opsl: Cdlegory 11; E%p C: en61o60U; GL F.z(eri9r(2); Centl expowd ; anA venical IeR entl rignl exvase0; LumCer DOL-1.00 piek pdP DOL=LOU. LOAO CASE(S) SWndaM Qp.Vhp,p.vpvfp(WpwpvryinM~yWAE~>~o{{{pNf'R849pecVAl6DaA6RRVlcqmiAAO81R1N9►{(qeEU86, ~ Oeiy nwldfa-meaM/ fiMlekcomxw+.ilpdetlpnkbaoeanyWmvaamNa+sriwnrvM'slvranYiR.itludeuidrqw~npanm~. ♦pprCObWN ol deµ~n poror.s•Mn aed wooar NtPywalion af caroonY.l i mpereEll y a~ dNnirp deig rrtr- m~ min wpeen &ocXq ~nwn b~ub~9.nl~~yporla~MU^Y,alw~bmembenaM~.wqWy~ylanprarrnropqbirw tIC011ryeuvpewhwlbnk~norospenW%rydlhc MI ek N~c1a.Add~bnWO~IbOCiqWlheWpW~MV4aN11N~eycWMANdMeb~,~dpdepgnn.faAenPWpWorqenpoAm~O - ~n ~ahncanon.awHyco~tra..bccp wwwr.aecKmmpiadccFpwnW AxQwq' QM.M. o3~41 ara ecsi~ twdlno [meawn+ nn cnmwu I,i., auw 10 fah!/ INw~npNanweWdatrominqe0lokM~IMJIa.39a0'Orof~la01"aMOEHanWI$]719. Ci B W' M~. C# NOfO August 16,2007 Aus.17, 2001 2,04PM stoc k bldg 65 2 Na.2390 P. 4 .bb hu~ Tvx Typo ly PI~ 383U RaM SIfal4Sharp RplMntlel DBn EB908590 R esoaoursr sv scccuL s , Jao Releroltce iona 6.SW 9 Apf y np'I Mrrgk Iffi.uNes, Iqc. Y\bG Rup 15 13,01iW 2007 2) TGLL: h4Ce 7•02: P(=30.0 per (flel (W anow): Category it; Exo C; Penlely Evp.; p= 1 3) Unbalairqy aiMx loeas hm bBYn cqlaWB*F tar lhis MBIAn. 4) Thio wee nea neen dasipnea lor greeler of min rool Ilve mee of 16.0 Def a 1.00 Umes flal roor ioea m 30,0 vaf on wemanps non-rancurrent wlm oNar U. qada. 5)Thls Iry58 has 6een tlezignpd (or a 10.0 psl bp(km divd pve nae rqnconwlnnt vMi sy ourer iw loade. e)Aa requmle6, plaks have nal teen YeSgnsd lo proNtle bf plawmenl nlersnces ot rwoh hendlinp antl Npdm ppndlYons. It is Ihe IGSDan9ibllilly 01 !11@ f8br1[.ptOf l0 NM1294E 0~OID liBS OC aCWUnI br IMSB (9d0lB. 7)Tni5 Luss rpquirea plase inspenion pw Ihe Toom fqunl btetho0 wnen Nis Was ia cnaabn for qualiq, eseuwce lrepecli0n. 8)13tWq ,t jann+) 17, 17 wnaidere pemlkl b 9raln velue aeinp ANSIlfPI 1 enple W prain Pormuk. BuWinp tlesignqr MaIIG venfy caveaN m beasng suAece. 9)ProviQE mechmiral mp~ectipn (bV ulhm) of We5 l0 6eennB WBtc wDa61a of wlUisl6nOin9 452 Ib uqifi at 104 17 and 98d 16 upiift N joint 11. 10)711iS leuxs ie 0BY811BC 's1 aKONplIC6 N9M N! NM InWtBlbn01 RBlitllrrtial Goda iBdidl6 R50T.11.1 iM RBU2.ID.Z sntl M1rY11CBd elenaem ANSi?PI L p~.uwaro- ~wh+aW r~ro•wr w Rrno ama~ w nmc.nm.o+awan ~mer ~artnc~rs r~os ~m.nn saws uec. Dngn.altltrcuw aW rAM A4TakcaneWpx ilie OWpna pqb~~ponpoiqnetqs Yqmn, pntl~f IyonindnitluolbNdrpeampdynl. ~'PP~'4[~~/D1bflpiPd4M[MB~ OM PW~~~IMdCO'I{~G'~^I V ~eR~~YIXluNPI~'~Bly' 4~•1q1 hm d~YV~M. YIXlryJNP'~~ ewrb~W+wou~d'na.aww.cmembaeenb,nddubnaiwraarw~+ad'vleirvuv.WbMy.ahgmWWO~an:Nro.aw~~WUMduu Rek° eroekf.AdWOMIpp~lyqhy~plpyppal~In2lunbflpretpeniLS~ydlhpbVidnpdulTV.FaganprtlpUtlO~eerqprd~q (T.awTi.~.~v- IatMO16M1qWilycpdrclf AviWry.broCfieneid 5cn ull ANSI/1,11 QuoAF/ eAena ~e-n e.e ~ul erMno ~mo~, »)T 6iee~Aad~ laiw. lwAe 109 SoINY InlemivXmoqqyb nmPbleWIMB,dB7 UI•wMOER.xWli37M C 'MI. CA 85910 ~ug. 17, 2001 2:04PM stoc~ bldg 652 No, 2390 P. 7 w na w v . s p 4~- Z Y X m ~n m~ 0 ~ w -A m og I I a n cr ° a n~c~~o9Zn \J ~S' ~S y ~ o~cc,wSo o' o O ~ o^ m5 $ ° a°~l n o Z (R ,no g o1ag G1 ~ 'mo oo$s mo~+ > oaoon a ~qo3M . °~E5. cn mS~:, AS amk R ~ o~ao8 m 39 NN o~m D Z'~oo~ 0 aoro ~2R ~b ~ Z oo~a q o~io ?w~. ~mN~.~ m 3 »aY v-. ~m a om °m'S ~1, 0 o~ 1 a°'~' 3~ ~ B.'s ~QOm~~p ~ncf mR.6 4~ a ou~. c? m~!0.3 2 bT~. ...253'75~PZ ~rOQ' ~noR m 1 roo.~ om[p oyf oa•a~° e mp m ~o ~3 t0 io~~ °o0 F. e ' 6 om ~ ~D=. cW ~ 70' Q O'' Oj "C N y~ 1~ 0 O ~ N t . arc~ ~Q m o „ ~m-o~n n A Z. s ~AO TOPCHORD ~zw,A m O 30 O a Cia ~ g m N z R~ r~~." ~~m + C p m~ O Q 'T)~tna:. « p wTs~ aY HD ~ cr F S~ PPVVI T ^ up Q n T~ V DN ' Y y~ V ~ ~ 4py N 0 T A6 ? ~ p a A~ '~f~ ~ p A ' s Z ~ y 04 m i q ~ qf1 Q, W ~Y ~ °i m ~n a a TOP CIiORD amv a~ .v N_o-r,p. r$ ~~m g~~ ~ op n o0 0~ a3r ~'v nm[~ E~ 3o m'~9 n gav a o3~~ aa ~ Q' ya nW,3 ff m ~Q'3g ~sE ~o ?9 ~~v A~rt 3m n'$ °a ~ N o~ 3a aC~ a~ R~w 6 om aG 4° m -ma ' SC.~3 o fD0 m; 3 avi a mmg.a.~ gv°o° 0 T Y I c)3 0&° ' ° a g 4 ~ ° R aa ~ '~3 ~ 0 og :v~ o4 R~ a o R o~ 31g8o or~ n-n3 vg ~ g3 mg~ 8~~ ~ mm ~3 m' _6 n,- nam o~$o oS ~rl 3c a 'C7= m' ~ _ ~ ' "s mg °'S ~v m c~ 52 am n~ ~Z ~ p ~ a_ m c~ ~_c Dm a~Cg '~~y. o- v ~c n3, ^`~i ~A$ y° ° ~~S a So 30~ a e ?°n ~8 ~fio ~ a3.~ m7 aR? q.~ O n ~ Sn L c a_ Q~ ao a~a ~,gE^ a 6~ p ~ O nR' ~Y~~, $ Y~ ng ?p Aa ~O RQn ma ~m ~ps 3° NG~, p W° n3`o_i yEp ~O ~ u ry o 8 ~q}y~ P ~'y!' ~ ~w oG n Q Ws R b ~O. 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Z c("n°, O ❑ W ❑ Z C) n y ~ 2 n c~ 0~°2 m z 0 n A o v 0 m ' m - v El 0 ~ (D I v m m ~ 1 ~ cn -o (D 0 0 ? ~ O ~ n ~ N v ~ S ~ ~ a m = 0 a N a m ~ ~ D) I ❑ ❑ ❑ z03 ;o 0 0 lp O 0 7 7 (p N (D a 'o (D d D 0 d (01 O~ N 7 Q N ~ ~ o 6A s M -o m 0 0 P. ~ ~ m `D ~ a ~ ~ o' I ~ ~ (D m ~ 0 P y ~ v ~ ❑ ~ Q m Q u ~ n fD N N ❑ c y F, ~ pcn Z3 0 °ID ~ Q F3- y ~ a~ \ C 0 ~ cCi ~ ❑ `I 0 m P 1 y n 0 n ~ 70 w Z ~A ; u w N rn ° o ~ n Wwcnm CD G w m R Z ~a ~ O Z Q n N ~ 0 z C) m ~ R1 0 ' m ~ ~ ❑ ❑ ❑ ~ Z al m (D O O cp ~ o ~ N. 0 7 ~ ~ m a 'D < cDi (D ^ ~ = c> o 0 N ~ ' 0- m ~l s °i o o t.r kn N m ~ N U ~ (D (D ~ ~ ~ ' o m o 7 lu C M o (D ~ Q v ; o' ° D o w W ~ ~ N ~ ~ W j ( CA ~o O ? w w IH L ~~rr O o 4" Q El o z 9 D p a m °0 39o~a CD ' n ~ 0 40 3 ic / c c) oa c ~ Q ~ n Z D "~1 mWA- ~ > ~1 ❑ ~ J 1vp ~ -ic`''„W~ m 1-1 N < ~ Q S O U1 S r Z v,'a ~ O ~ ❑ El Z O m m ic c'n 0m n ~vZ ~ c n ` y, -i CD o 0 Q ~ = ~ m ~ m ~ ❑ ~ 0 3 N I t ~,~i i ~~'~Y~'~+~ryt ° ' y"vf Wheat Ridge - 070606 ~ ~ential ~Mechanic PERMIT i ISSUED: 06/20/2007 ~ , S,1, . . . EXPIRES: 12/17/2007 ag v,# a ~ . . . ~ . 01-9814 Westside Heating and Air Condi ~ ~~~hard C. Pfeifer '!(ent Taylor ~ a s U9&: ~ UA . . . BLOCK/LOT#: 0/ ~ a . 8 ~ •m:,~ ~ s . . . . ESTIMATELI PROJECT VALUATYON:~ 7,980.00 FBES ~ . . . . . t ~ a S 199.30 , ~ . r r ~ .00 ~ 143.64 342.94 . ~ J14 dietancee propoeed by thle permit application are accurate, anddo not violate appllceble ttheCicy of Wheat Ridge or cavenents, eaeemente or restrictione.of Yecotd; that alY @~.made are accuPaee;that I have read and agree to abide by all bonditione printed on thie yeeponeibility for compliance with the Nheat Ridge euilding Code (I.a•C) and allothei foz xrork under thie permit. Plane euhject to fieldinepection. mYdancewfth the provisions eet forth in your application aM ie eubjmt.to the laweoE the ,'yoYjing Regulatione and Bullding Codee of Wheat Ridge, Colorado oz any other appiicable j dayeEtom the ieeue date. Requeete foY an erzteneion muet be ieCeived pziOr to expiraCion. ~(¢~{Eed at,thediecretion of theSUilding Official. ~yl tmlt.may be acquired for a'fee of one-half the amount noxmally mquired,..pzovlded xm F me~Qe in theoriginal plans and epecificatione and any euepenaion or abandenmeAC hae not Griange6 htve been or if euepeneion or abandonment exceede one (1) year, full Eeee ehall . pe dpne tfiat will change the natural flow of water eaueing a dralnage problem. . ldingInspector tventy-£our (24) houre in a8vance for all inapecttone and.a1ia11 seceive (qn.tqrd before proceeding aith eucceesive phaeee of the job. . ,thaapproval of drawinge andepecificatione ehall not be conetrued to be apernit for,nor.- ..,.F:rrne nroviaions of the building codes or any other ordinance, law, rule.or cegulation. ssa ~,.acv. ~ aace 234-593~3 BUILDING OFFICE: (303)235-2855 . NSt BUSINESS DAY FOR INSPECTION THE FOLLOWINGSUSINES3DAY•PRE~RIPTIVE ENEAS~yS~4~ Replace'"ent bogerslhtmacas - M~~mum af 909~ AFU@ gcitenlfurnaces in new conattut~on' ~ Mydrorac M#s~) gatbeck Thermostat requited (F.zoeP~ Gals Water Heaters - Minimum ot •80 EM►9Y Fa Electnc Water Heaters - Minimtae ef .83 Ener~lr F~ unwatioe re3.yirem n:■ R-21 VValls • R-38 CNNnfrs ' o R•19 Crawl Speces r R-19 Baeement walis Of WHEqT DEPARTMENT OF PLANNING AND DEVELOPMENT x ro BUII,DING INSPECTION LINE - 303-234-5933 ~ m CITY OF WHEAT RIDGE 7500 WEST 29TFI AVENUE c~CORP00 VVHEAT RIDGE, CO 80215 -(3,y0B3-235-¢2~85~ ,ys~F y ~i"PL1l.FiiiO~F SY Property 0wner. Tcti (~a rI Property Address: 3 C, 3~ S e Confractor License No.: - COmpanY' ORNEIVCONTRACfOR SIGNpiURg OF ONDERSfANDING AND AGREEhffiJi' ILaebycertify that the setbazk disanca pcoposed by this pemdt application are aceunte, and do not vioiate applicable ordinancea, Iula a regulatloat of the City of R'heat Ridge or eovenants, easemcn4 orrestricfions ofrecord; t}utallmeasiuemeats shown.and allcgadons audc are accurnte; t2a[ I have xead and agree W abide by all condiROns prinhd on thit applicaaon md tLat I azsume full responsibi7iry fa wmplimnce with the What Ridge Bulding Code (U.B.C) and all otha applicable Wheat Ridge Ordinancu, fw wock wda fi»s permit ~~w~~: SIGNID ~~.RX T~YI i l~K O DA78 Building Pemvt Number. Date; Phone :3-- L_J~- LO Jq Phone: ~.'OIlStrI1ChOIl V31llC:$ ! ~ Permit Fee:$ Plan Review Fee:$ Use Tax:$ DESCRIPTION: (1 ~ok BUII.DING DEPARTMENT USE ONLY ZONINO COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMEN75' Approval: SIC: Sq.Ft: Vccupaney: Walls: Roo£ . Stories: Residential Units: Elbchical Liccnse No: Plumbing License No: Mechanical License No: companr comranr• cagmartr We_b-~5ift- HecA-inlb Expiration Date: Expuation Date: Expuation Date: y I 2C( f O~j ApProval. APProval: APProval. . (1) ILis permit wss issued in aceordaace with tLe pmvisiovs set falL'm your apptiatiou and'u subject w the laws oCthe Seh o[Colondo md m the 7nnine 1uPladoat and Buildia6 Codn of Wltat Ridge, Colorado or any otha appliable wd'manca of the City. (1) M permit shall expirt i((A) fLe wmk authoriud'u not commmced within sixty (50) dayi ¢pm iaue dak w(B) fhebuildme auWorind'v suspended or a6andoned fot a puiod of 120 dayz (3) ILt3is permit ezpires, a new pttmit may be acqui`ed tor a fre o[ono-hilf the amomt nmdoally iequ'ueA, pmvided no changn Lave bem ot wL be made iu ihe original plana and apeciScaGOaf and aay siupensionw abmdonmmt Lu not exceedeA ane (1) year. If chongp haw been or if suspension a abmdoemeut ezccedt one (l) yor~{yp fw shaIl pe paid Cor a a<w permit (4) NoworkotmymwnashaIlbedauethatwl➢changetLemNnlpuwofwataunsinga drbiagaprobkm. (5) Contrxtor thaR noG(y tLa Bm'Id'mg Iapubr twwH-foa (24) houn m advance for a0 inspectiow and sLall recriw wriroen appmnl on inspecfim eud be[me praceeding qith succuzi ro phua of thejob. (6) ILe issmnce oC a permit or tLe approval oYdnwmga md sperifinEOaf shill uot be rnastrucd b be a pumit:or, nor an approvat o( my vioiation of the plovisions of tLe buMing codcs or any olhv ordinancq hw, N]e or rtgulaROn. Chief Building Inspector ' N ~ n 0 , I ~ W ~ O W =r W m 0 N 0 to m W Q W = ' O ~ m ~ N N Q m m ' 3 v a (D 0 d 0 ~ W 7 N a m w ` O ~ ~ L O Q a a 'm N N n r41;. ~ Mi Mi m n = ~ II r ~ ~ \ ~ 0 3 ic N ~ ~ C (D Z o ' v Cl) m ~ m r 00 CD y 'a vm L Z y ~ 0 0 M m ~ ~ W 0 w N w ~ N co cn cn wCity of Wheat Ridge Residential Addition PERMIT - 060837 PERMIT NO: 060637 ISSUED: 09/07/2006 EXPIRES: 03/07/2008 JOB ADDRESS: 3830 ROUTT ST DESCRIPTION: Sun room, master bedroom & family room addition. 750sq.ft CONTACTS owner 303/232-2859 Elise & Kent Taylor PARCEL INFO USE: R-3 ZONE CODE: R-1 gLOCK/LOT#: 0~ SUBDIVISION: UA FEE SUM1,7ARY ESTIMATED PROJECT VALUATION: 68,625.00 FEES Permit Fee 1,009.85 656.40 Plan Review Fee 00 Total Valuation , Note: Uae Tax 1,235.25 ~e 2,901.50 pvmu /~t ts respansible for loeating propeRY TOTAL er, o imnrovements ac~ordine t~ [he linen and approved plan and reqwred development stantlaras Comment s: The City is no[ responsible for inaccurate mfortnauon si:bmi:tcd within ttie plan set and zny constcuction Reviewed by MR & CR. _,r:or, resul:ing froin insc::cr~t:: infotr.'~~:imi. Subject to field inspections. Must comply w/ 2002 NEC. Must remain open on two sides. See "Permit Notes" on page 2 I hereby certify that the eetback distancee proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easementa or restrictiona of record; tha[ all measurementa shown, and allegations made are accurate; Chat I have read and agree to abide by all conditions printed on this application and that I aeaume full responsibility thiecpepmiL cPlanshsubjecteto field Bnspecti node U.B.C) and all othec anolicable Wheat R~I}ge Ordinances, for ~ I Signature of coiitractor/owne,z/ 1. This peimit was issued in accordance with the provisions set forth in your applicatCOloradolor sanyeothe~r applicablef the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, ordinancee of the City. 2. This permit shall expire if (A) the work authorized i of 180cdaysithin sixty (60) days from issue date or (B) t e building authorized is suepended or abandoned for a period rovided no 3. If thie pesmit espires, a new permit may be acquired for a fee of one-half the amount normally required, p changee have been or will be made in the original plans and specifications and any suspension or abandonment has no exceeded one (1) yeaz. If changes have been or if suspension or abandonment exceeds one (1) y ear , full feee shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage pro em. inspectiona and shall receive 5. Contractor ahall notify the Huilding Inspector twenty-four (24) hours in advance for all wzitten approval on inspection card before proceeding with successive phases of the job. . The iesuanc e of a permit or the approval of drawings and specifications shall not be conatrued to be a permit or, noz . building codes or any other ordinance, law, rule or xegulation 6 an approval of, any violation of the provisions of Che All plan rev' is eub' field inspecCions.. g ' ical date Sig o INSPBCTION RBQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 09/09/06 16:29:02 City of Whea[ Ridge Page 1 PERMIT INFORMATION - 060939 kshutto bpa01-ls PERMIT INFORMATION: Peimi[k: 060839 Permi[ Cd: ResidenCial Addition Peimit Dt: 09/07/2006 Expires: 03/06/2009 Addxeas: 3830 ROOTT ST Parcel Cd: 39-213-04-004 OWNER: Elise k %ent Tayloi naaress: Ci[y/SC/Zip: LAND PARCEL INFORMATION: ZonE Cd: R¢sidential SFR DU: 1 Fmce Ose: Aesidential Las[ Zone D[: Subdivision: Onassigned Mnex Dt: Conc Type: Unassigned Lot: Block No: 0 Legal: JOB DESCRIPTION: Sun room, mas[er bedroom k family room addicion. 950sq.ft FEES QTY WE PAID: Peimit Fee 60,625.00 1,009.05 .00 Plan Review Fee 68,625.00 656.40 .00 To[al Valuation 68,625.00 .00 .00 Use Tax 68,625.00 1,235.25 .00 2,901.50 0.00 CONTACTS: owner Elise & Kent Tayloz 3032322859 PERMIT NOTES: 09/00/06 CREATED FROM APPLp 06-0134 09/05/06 croot- ok with mtes subject to field inspec[ion eleccrical mus[ be done per 2002 NEC. Gave to xristy 08/30/06 brought in foundation and roof framing details - gave back to Chad for review. 08/28/06 I(S: Called homeowner for engineering on foundacion and roof framing details. 08/23/06 croot- need the foundacion engineered ouc due to area with expansive soils and need rwf framing details. subjecc to field inspection. Gave back to kristy 08/21/06 Given [o Chad. 08/18/06 Pexmit apprwed.COVered porch must remaiv open on Cwo sides.Enccoachmen[ of B' fxom existing front setback of 251-5" is okay. KS: Given to MR for review. INSPECTION INFORMATION: C~_~ ~ oF WHEq? , Po City of Wheat Ridge ~ m Community Development Department ~o 0o SINGLE A1VD TWO-, ovoi ~q Building Permit Number Date: FAMIL Y IORP /:d ~zj~DiNG ~.~i .~~i1 ~'^TT AP~.~:.A:S F TCATIF.~ V-~F~N Property Ownex: Ehse 4 Keni -1"u.y n( . .z5.~ Property Address: Phone:.~J~'"~ Contractor License No.: 3~ ~Ou~ Company: &'ne~- Phone: OWNER/CON7RAC70R SIGNATURE OF UNDERSTANDING AND AGREEMEN7 Buildina Dept. Valuafion Figure: $ I hereby cerlify that the setback distahces proposed by this permit application are and do not violate applicabte ordinances, rules or regulations of the City of accurate ~ Value:$ , Wheat Ridge or covenants, easements or restrictions of record; that all measurements and allegations made are accurate; that I have read and agree to abide by all shown PEri111Y FBE:$ , conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code Q.B.C) and all other applicable Wheat Plan ReV1eW F80:~ Ridge Ordinances, forwork under his permit. Plans subject to field inspection. Se'1'3X: ~ TE VB TOt31:$ DA (OWNER)(CONTR4CTOR): SIGNED l0.ylo/ 1~~~' /C UseofSpace (description~ll5 SUH ~'..i,~n. ~ YNiCfC~( Yc'duoc~m/ 7cu'~1tli~ {`S ~Description of work;, ~ Sq. Ft. added q"hoif) 4-0)1 BUILDING DEPARTMENT USE ONLY SIC: COMMENTS:\ 1.. Approval: iaw Zoning: 'L~ G COMMENTS: AL ~Approval: U / Q4, « WORKSCOMMENTS: °Approval: . IRE DEPARTMENT COMMENTS: I Approval: lOccupancy: Walls: Roof: Stories: Residential Un rsa Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval Approval: Approval: (1) This permitwas issued in accordance with the provisions set forth in your application and is subjectto the laws ofthe State of Cobrado and to the Zoning Regulations and Building Codes of Wheat Ridge, Cobrado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sizty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amouni normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension orabandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shail be paid for a new permit. (4) No work of any manner shall be done that will change the naturel flow of water causing a drainage problem. (5) 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. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, anyviolation of the provisions of the building codes or any other ordinance, law, rule orregulation. All plan review is subject to field inspections. Chief Building Official Residential Worksheet Address: 5~ ~n R_ou-~-A- s+- Zoning. 12- 1 Properiy in the flood plain? V_Lc Lot Size: ) 4, 6p p sq. ft. Lot Width: t~-{ O ft. Maximum Lot Coverage: % Proposed Improvements: House: l g 7 I sq. ft. Addition to House: sq. ft. ~ Shed: sq. fr. A~d Garage: 5 ze,' sq. ft. Proposed Lot Coverage: (Total) _L_ % 23 S'4 sq. ft. Required Setbacks: FR 30 ' S 1'S S I ~C R I S, Provided Setbacks: FR 25- S" S R~ e " Maximum Height: 35 ft. Maximutn Size: sq. ft. Proposed Height: left. Proposed Size: Sq. g, -l- Access Notes ~ For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similaz materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used asjoint access for two or more ]ots. In residentia] zone districts, curb cuts shall be at least 10 feet and no[ more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the sueet accesses aze at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is permitted. Landscaoin2 Notes For one-and two-family dweilings, one tree for every 70 feet of street frontage is required. 100% of the front yard and 25% of the entite lot must be landscaped prior to issuance of C.O. '-l c1 Ct) sq. ft. Existing Improvement(s): House: f O R 2 sq. fr. Sed~ sq. ft. -~'G`azage: Sz(o sq. ft. Other: sq. ft. Street trees required: ~ Street trees provided: IMPROVEMENT LOCATION CERTIFICATE WOOD FENCE #3830 ROUTT STREET 0.8't NORTH OF WOOD FENCE PROP. LINE 0.7't EAST OF 140 00' REC. I PROP. IINE 13.9't 14.2't 31.6't Q ~ 26.3 ~ 82.1'f - CONC~ ` ~ DRIVEWAY ~ ' 4'x4' a d a r- ~ 6 CONC. PAD ' COV'D ' s.s' W w t - 82.3 PORCH ~ } ~ ~o=_ STAIRS w w oc~i~w ~ TO CRAWL ~ a ~ ~ ¢ < SPACE F, O ° o ~ ~ 6" CONC o _o 0 a o~ 'k . RET. WALL ~ 90.3't - 25.4't ' LOT 25 60.8'f CHAIN LINK FENCE 1.1't SOUTH OF PROP. LINE ~ I WELL 160.5'f ~ ~ WOOD AND CHAIN LINK FENCE 8.8't EAST OF I PROP. LINE 140.00' REC. I qx I OVH'D UTILITY LINES INSIDE PROP.-NOT IN AN EASEMENT I ~ I I 0 30 60 SCALE: 1 "=30' LEGAL DESCRIPTION: LOT 25, CHULA VISTA SUBDIVISION, COUNTY OF JEFFEf2SON, STATE OF COLORADO. CERTIFICATION: I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR SHARP DESIGN, THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, AUGUST 10, 2006, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. NOTE: LEGAL CONSISTED OF ,-7 . MIG~ EL S. CHESSNOE,C ( 24 SOUTH UNIVERSITY, DE VER, CO 80210 ITS FROM FINAL PLAT AND PROPERTY LINE EVIDENCE ND FENCES. D 'ASS?ICIATES SHEET I OF 1 . Minimum lx I ridge boazd I// I Roof coveringCL..4.s5 A 3'TA~3 ~}}ItJ~ (example: 1 x 12) (exemple: qass A 31ab shinAles) Note: For roofs with slopes behveen 2:t 2-4:12, tolbw manutacturefs P ~ Instrucuons tor bw slope application of ItCtl rooiin9 mterial. ~ Ceiling Insulation f3 (example: R-38) Note: Attic ventilation and access may be required Wa11 Insulation r- 19 (exemple: P49 Aberylass Batts) Provide root tie downs and solid 2x blocking between rafiers 2Xl_~_ceiGng ]oists @L!4- O.C. (2x12 or greater) (example: 2 x 8 @ 24'0.0,) Double 2x~top plate - - (example: 2 x 6) nrspan4c o` mple:23'S) --J--~ Ceiling height ) - I ( Note: Pre-engineered roof trusses , w/truss clips and hardened nails may be (exempie: 8) used in lieu of roof structure shown. Diagonal wind bracing or plywood shear panels Siding --5TLJ,-- G-O @ comers and each 25' OI WBII. (exampM: lap orT-]71) Note: Pre-enyineered floor systems may be used and shbuid be installed Wall sheathing ~ I~ L aceording to the manufacturers te,ampe: 11Y ealeriorplywwdJ installation instructions. Access required studs @ f4 O.C. 2xJ ~ (example: 2 x 6~ 24' O.Q) 18° minimum from 1he interior grade level to the bottom of the floor joists. Cont. 2x 4 - sill plate : Engineered Design: Cassions may be required ` t"~ ~ ` • " ° if your site has swelling soils. A foundation So - : designed by a Colorado licensed architect a 2x_ Joistsc-6 " . engineer may be required. fe,amPie: z,no @za• i ❑ Poundation: Engineered Oesign wdll W1dC11 ❑ Foundation: Detail A (istM+vle: e'1 Footing size ~~-,~'~~v O JIT ~-iRr'rszij l (example:8'Xi6') J ropertyAddress: This handout was developed by the Colorado Chapter of the international Code Council as a basic plan submittal under the 2000 Intemational Residential Code. It is not intended to cover ali cirwmstances. Check with your Department oi Building Safety for additional requirernents. - 2 ~ Sm, I 2x_y- rafters spacedO.C. or I Manufactured Trusses spaced~" O.C. Sheathing ~5f3Z o. s#?~ . (example: 2 x 72 Fatters Spaced24"O.C.) (example: 'k' exienorplywoodJ IMPROVEMENT LOCATION CERTIFICATE #3830 ROUTT STREET WOOD FENCE 0 8't NORTH OF WOOD FENCE . PROP. LINE 0.7't EAST OF 140 00' REC. PROP. LINE 13.9't 14.2't 3,.st = 1 26. ' . f 82., CONC. , 'x4 4 DRIVEWA a PAD ' 1- 6' F ' COV D ,6 ' ~ t 82.3 PORCH ow OVH'D UTILITY ~ ~ IRS ~ LINES INSIDE w ~ ~iw N v a CRAWL SPACE = PROP.-NOT IN ~ ~ < o 1 AN EASEMENT f/] ~ O " M li ~ ~ 6.. CoNC. = 1 o o o RET. WALL q 1 I I ~ ' 25.4'f 90.3 t T W l wl LOT 25 l ~ yyELL ' o ° ~l 60 .8t f so.s l WOOD AND CHAIN 4 1 LINK FENCE 8.8't EAST OF = 1 PROP. LINE ~ 140.00' REC. CHAW LINK FENCE 1.1't 0 30 60 SOUTH OF PROP. LINE SCALE: 1 "=30' LEGAL DESCRIPTION: LOT 25, CHULA VISTA SUBDIVISION, COUNTY OF JEFFERSON, STATE Of COLORADO. CERTIFICATION: I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR SHARP DESIGN, THATITIS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABIISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, AUGUST 10, 2006, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTE0. NOTE: LEGAL DESCRIPTf y A1~~1~ENTS FROM FINAL PLAT AND PROPERTY UNE EVIOENCE CON~STED_OF STRE~ AND FENCES./ EL S. CHESSNOE,C 0 CHnSN~D ~,SSPJCIATES SOUTH UNIVERSITY, , #Dr 1?A R, CO 80210 ` :`rR ' ~ v ~ " SHF,FT 1 OF I Minimum lx IZ ridge board (example: 1 x 12) Nofe: For roofs with slopes benveen 12 2:12-4;12, fotlow manufacturer's ~ instruclions br bw sbpe application o( P1tC11 rmiirw material. r Note: Attic veniilation and access may be required - Provide roof tie downs and solid 2x blocking between rafters (2x12 or greater) ~ Note: Pre-engineered roof tmsses w/truss clips and hardened nails may be used in lieu of roof structure shown. Diagonal wind bracing or plywood shear panels CW corners and each 25' of wall. Note: Pre-enyineered tloor systems may be used and should be installed according to the manufacturers installation instructions. Aa 18" minimum from the interior grade level to the bottom oi the fbor joists. Engineered Design: Cassions may be required ~ ; if your sile has swelling soils. A foundation A • k : designed by a Colorado licensed architect or ~ engineer may be required. U Foundation: Engineered Design ❑ Foundation: Detail A This handout was developed by the Colorado Chapter of the international Coda Council as a basic plan submittal under he 2000 International Residential Code. It is not intended ~ cover all circumstances. Check with your Department of uilding Safety for additional requirements. Roof coveringCLxs~ A 3TA +4iti1c~ -S (erample: Cless A3 tab shingles) ~ Underlayment?-LA~f~s (eumple: i leyer I5: teH) Ceiling Insulation i ~1 (ezample: R3B) Wall Insulation ; `i ~ (exemple: R49 Fiberylass Bans) ceiling joists @ L!4- O.C. 2xj;L _ (example:2x8 @ 24'O.C.J Double 2x_l:,-~ top plate (example. 2 x 6) Span ~LU- (enampie:23'S') Ceiling height (example. 8) Siding :5TJc~o (example:lap orT711) Wall sheathing-7 I( v.s (exampe: Vz' exteriorptywood) 2 studs @ 24 ( O.C. 2x _ (exanple: 2 x 6 B 24'O.C ) Cont. 2x ~ sill plate (eXample:2x4) ' . L, c~~Zu L7 1 ,~p~~ 2z J015tSl.~'S_ V.C,. ~i (example: 2x70 @24' O.C.) Wall width e~ " (examPle: A' ) r Footing size ~0_1 " x JLI-" ~ (example:8'X76') 2 I 2xj2 rafters spacedZ+ " O.C. o:r ~ Manufactured Trusses spaced~" O.C. Sheathing 153 Z C>. s.+3 . (example. 2 x 72 Rallers Spaced 24"0 .C.) (example: 'h'exteriorptywood) 7500 WEST 29th qyENUE Y97-6944 EXT. 255 P.O. BOX 638 JOB ADDRESS Z FF ~ p A~'~ CONTRACTOR ~ ADDRESS D,~ f~~ CITY /)C „~tiL; /q /S n PHONE V ti l r-~ ZIP CODE LICENSE I. TYPE 610und ❑ 2. MATERIAL SIGNS 1 ILLUMINATION o4 SET BACK FROM PROPERTy LINE ~ (Spxily whitA ia /rOnf ) TYPE SolidO MATERIAL More T FENCES ' 3. SET BACK FROM PROPERTY ~INE I (Spetity whi~~ ie Iront) OTHER IZ 3. f MENT OF COMMUNITY DEVELOPMEN7 BUILDING INSPECTION DIVISION CITY OF WHEAT RIDGE, COLO. ANC RECEIPTED BE PERMIT NO.M91IF17417 OWNER =o ADDRESS PHONE _t~j z g.7 G ~-Z--- CONTRACT PRICE CODE DqTE - ~1 rJ ~ 6 0 Wall❑ Proietfin0❑ OIMr S a 0 Faes Total Squurr Feef E-- W EIKt. Pormit No. ❑ ❑ n Zono- ADOrov*d,Zons insplttoi BO% Opsn❑ leu Than 80% Heiphf S E_ W Zons ❑ n --AD7rwM,Zons, lnspaefw DRAW SKETCH OR SHOW BELOW, THE FENCE, SIGN, 0 OTHER STRUCTURE, GIVIN' DISTANCES FRpM pR (SETBACKS OR PROJEC7qNS INCLUDED) OPERTY LINES. J ~ SPECIFY NORTH ~ N STREET N4ME__ SHOW DISTANCES FROM TNE MAIN BUILDING TPADJ011 DISTANCE TO PROPER7Y LINES, NOT M4XIMUM OR APPLICATION FOR PLUMB THIS AppLICATION WILL BECOME A PERMIT i0 PERFORM PEFMIT WILL EXPIRE 180 OAYS FROM ELEC7RICAL PERMI -I---- STATE UCENSE N0. ALUMINUM W~RE UNDER 512E 8 I N0. TEMPpRARY ME7ER NEW SERVICE - AMPS CHANGE SERVICE-AMPS LIGHTING HEATING POWER SUB-CIFCUIT---~-g UTILITY (RANGE, DISPpSER, ETC ) FIXTURES WIRING MOTOftS d CONTROLS SIGNS - TRANSFORMERS 6 RECTFIERS ADDI710N 70 OLD WORK MOTORS OVER I HP REMARKS_ HOUSES, STREETS,AND PROpERTY LINES-ON IRREGULAR LA75, SHOW LEAST RAGE DIST4NCE. kln. _ nI%.HL; MECHANICAL PERMIT 1E INDICAiED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECiION DIVISION. DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. PLUMBING PERMIT STATE kCENSE N0. WASH DISH Wq FLDoR C URINAL SEWERS OTHER 1 hsreby ocknowledqe that thia opplico- ion ie torrecf and undersfond thot I :annor trarr tnie projxct until Mia oppll- ation is opproved. I sholl comply witA M lowf of fhe Stale o/ Colorodo and to +s Zoninp Repulotione and Buildinq ode of ihe Cify of Wheof Ridqe. Any olation of the above terme will c0use imediote revocation of tnis permit PERMIT FEE USE T-~ Tora--_ AP EOR VP D as*~~ CHIEF BWi niniu MECHANICAL PERMI7 , City of Wheat Ridqe NOT VAUD UNLESS - ~ RE- ~Ep ~1- ~ -°/l 6~ g0 J~ 1.~.._- ? I CALL 237-8944 EX7. 255 Da}e Issu 24 HOURS IN ADVqNCE ed ~ FORINSPECTIONS