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Home My WebLink About8801 W. 41st Avenuee i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE r, Inspection Types Job Address: �( O Permit Number: /6C) ❑ No one available for inspection: Time q, M Re- Inspection required: Yes No "When corrections have been made, calf for re inspection at 303 - 234 - 5933 Date: Inspector 1 � DO NOT REMOVE THIS NOTICE INSPECTION RECORD Occupancy /Type INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. 919� t) I 1A). . D C sv -&- 100 3 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 PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.. POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) - Plumbing (Underground) Heat (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath / Wall tie .Mid -Roof, Y .Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Me chanical '.ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw t OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER FINALS ' Electrical - Plumbing Mechanical - Roof Building Final .Fire Department R.O.W & Drainage .INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC 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 .CFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. ♦ i CITY OF WHEAT RIDGE f (3 Building Inspection Division (303) 234 -5933 Inspection line 03) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: /!2'l 'a R4�30A= Job Address: 8a'O/ & 0 9//.5 7 4�vZ Permit Number: /o67 8�7 O No one available for inspection: Time _0 AM Re- Inspection required: Yes ( y-- * When corrections have been made, call for re-inspect/on at 303 - 234.5933 Date: ) Inspector: DO NOT REMOVE THIS NOTICE A 4' City of Wheat Ridge t PERMIT NO: r. 100827.:' "ISSUED: _..04/02/2010 6 ' JOB ADDRESS:' 8801 W41ST AVE °EXPIRES: 09/29/2010 DESCRIPTION:' Reroof 41 sqs with concrete tile roof CONTACTS owner 303/421-8940 Stella Lofland r` sub 303/42G-7370 Kurk Tiley 02-1395 Tiley Roofing Inc. ;.'Conditions 13 00 20~tiG{~1 33 .fired. Board sheathing spaced more verlay on entire roof. Ice and 11g X' iy DF AtiEAT lY~, m °`'°coRnoo City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ` Fax: 303-235-2857 Inspection Line: 303-234-5933 Property Address: Property Owner (please Mailing Address: (if different than property address) Address: Date: Plan Permit O ~T City, State, Contractor: Contractor License Phone: Z-~, 61 -~-7 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): -~~\(y kJ a~ 1~ construction Value: $ Description of work: In (as calculated per the Building Valuation Data sheet) W.ix-s° n i v n ,..,acf Plan Review (due at time of submittal): § OM Sq. Ft./L.Ft added- Squares N 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 PERSON LRE RESENTATIVE Of WNER) (CONTRATOR) PRINT NAME: U -I N T _ Date:)LO~/1C~ Building Permit Application ONSTRUCTION UPPORT ERVICES, INC. October 28, 2009 Ms. Stella Lofland 8801 W 41s' Ave Wheat Ridge, CO 80033 RE: Suitability for installation of a tile roofing system on: 8801 W 41s' Ave Wheat Ridge, CO Dear Ms. Lofland: Thank you for the opportunity to examine your roof framing system to determine the accept- ability for the installation of a new roofing system. We examined the attic to see the roof sup- ports, the house for existing drywall cracks or other evidence of movement and the exterior to see if there were large deposits of leaves and other material that accumulate in the valleys. There are always areas that are not observable and we attempted to determine the framing method in those locations. Please note, anytime you reroof there is a rapid change of loading as the old roof is removed and the new roof installed. This change in loading, movement of materials and men, and the pounding that occurs, can cause small drywall cracks. These are not structural. If you ob- serve any cracking, please call our office so we can make sure that there is nothing else that may have occurred. There was no significant storage in the attic space. It is assumed that no additional storage will be done in the attic. Loading the bottom chord of trusses can change their behavior. If heavy items are to be stored in the attic consult with CSS, Inc. to make sure the loading is ac- ceptable. y `.'jy1 d o3'K4 `3 `d 'K ~h~1~'A•a1~2~'li'11o~~~Wbuti~'~~Yf.~~u„{'fy o%'?'tn ,+Y a . Snow Load yvV - \E by"' °Ayl i'~1 A~F...'i... a {C j~ 30 y$ x+ a, N 9r j'/~yS "L^~JN.Y ~'t,;.M y,~ 'a°~`~~ 1 ~~4 e. s:<.`F~~"ai~'N hT ..Af~'Li~nS~ S Local Code value Roofing Weight 11 Manufacturer Misc (sheathing, insulation, etc.) 4.0 Standard weights Total (psf) 45 Rafter Spacing (inches) 24 Measured value Top Chord Loading (per linear foot) 90 Calculated value v^ a / I- ~13 16" Slate 1rte r' 90° Rake 3-Sided Ridge 3-Sided Hid Starter Shake 85 96016s - 264 3.1 90° Rake 33261hs $ /Square 180 - 174516s $ 3-Sided Ridge _ /Piece 255 - 2134 lbs $ 3-Sided Hip Starter /Piece $ /Piece Saxony Split Split Old English Thatch Thatch - F.O.B. Rake Angled City, MO Ridge Angled Hip Starter Angled 0 r Split Old English thatch 92 R r, 1060 dRes 276 3 3560 lbs $ Angled L /Square Rid - 150 - 1500 lbs $ Ridge Angled /Piece 150 - 1500 lbs $ /Piece Hip Starter Angled $ /Piece Saxony Split Old English Thatch should be applied in a random, broken-bond with a minimum 3" offset between the sidelaps of adjacent courses. Sidelaps. in alternate. courses shall not be in direct alignment. <ow 3326lbs 90°Rake _ $ /Square - 180 - 1745lbs $ /Piece 3-Sided Ridge - - 255 - 2134lbs $ /Piece 3-Sided Hip Starter - _ $ /Piece