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HomeMy WebLinkAbout10710 W. 46th Avenue2NNM PERMIT: ADDRESS: m10 `y OB CODE: _&F V-11-, INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS [-A iID qg�$ /ogm Int qRYAVe-"-aF Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous '22 Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof '22 410 Final Window/Door 411 Landscape/Park/Planning Inspections from these entities shall be requested one week in advance. For landscaping and parking inspections please call 303-235-2846 For ROW and drainage inspections please call 303-235-2861 For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works 413 Flood plain Inspection 414 Fire Insp. / Fire Protection 415 Public Works Final 416 Storm Water Mgmt. 417 Zoning Final Inspection 418 Building Final Inspection 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 please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. 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: A 69 �20f..:;� Job Address: I bi!® W Permit Number: 70 I-70-7kX,3 V ❑ No one available for inspection: ime 1 .-C)AM/ M Re -Inspection required: Yes No , When corrections have been made, call for re-inspedion at 303 33 Date: 1 ( Inspector: DO NOT REMOVE THIS NOTICE a , City of Wheat Ridge Residential Roofing PERMIT - 201707883 PERMIT NO: 201707883 ISSUED: 09/29/2017 JOB ADDRESS: 10710 W 46th AVE EXPIRES: 09/29/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 33 sq Pitch = 4/12 *** CONTACTS *** OWNER (303)929-5771 BERGREN RUSSELL S SUB (720)371-6390 Rene Medina 150084 Rene's Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,888.00 FEES Total Valuation 0.00 Use Tax 228.65 Permit Fee 220.15 ** TOTAL ** 448.80 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. ► A , City of Wheat Ridge I Residential Roofing PERMIT - 201707883 PERMIT NO: 201707883 ISSUED: 09/29/2017 JOB ADDRESS: 10710 W 46th AVE EXPIRES: 09/29/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 33 sq Pitch = 4/12 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am 1e ally authorized to include all entities named within this document as parties to the work to be perf�ed and that all wo;lfto be performed is disclosed in this document and/or its' accompanying approved plans and specifications. �ignature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Off-cial 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 Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applic e�o�rNany�ordinance or regulation of this jurisdiction. Approval of work is subject to teld inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett C) From: no-reply@ci.wheatridge.co.us Sent: Wednesday, September 27, 2017 9:16 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed —� c. c� Residential Roofing Permit Application? This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) 10710 W. 46th Ave Russ Bergren 303-929-5771 137 aye,' Property Owner Email Field not completed Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Notes.app.zip Contract CONTRACTOR INFORMATION Contractor Business Rene's Roofing Name Contractor's License 150084 Number (This is a 5 or 6 digit number for the City $10,888.00 of Wheat Ridge) Contractor Phone 720 371 6390 Number (enter WITH No I dashes, eg 303-123-4567) Contractor Address 8331 Downing Drive (Primary address of your business) Contractor Email Address Renesroofing@icloud.com Retype Contractor Email Renesroofing@icloud.com Address DESCRIPTION OF WORK TOTAL SQUARES of 33 % the entire scope of work: Project Value (contract $10,888.00 value or cost of ALL labor) materials and Are you re -decking the No I roof? Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or 138 both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof. Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 4/12 36 owens corning duration Asphalt house & garage SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to 139 submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Rene Medina Email not displaying correctly? View it in your browser. 140 Rene's Roofing 8331 Downing Dr, Thornton CO 80229 Proposal Summited to: Russ Bergren Phone: 303-809-8254 Address: 10710 W Ave Wheatridge CO Job Location: yl� Proposal # Date: 8/18/2017 RE ROOF Remove existing layers of roof shingles [1 layer] down to 0 layers. Install ice and water shield on all eaves as per building code [24" inside exterior wall] also on valleys. Install synthetic shingle underlayment in rest of roof area. Install valley shingle underlayment. Install Owens Corning Duration shingles and ridge cap [choice of color] Drip edge metal to be in place on all eaves and gable ends. Install pipe flashing. Replace attic vents. Install new flashing on swamp cooler Estimated Cost of Project: $10,888.00 + Permit Fee ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted you are authorized to do the work as specified. Payment will be made as outlined above. Date accepted: A07— - �'— %L- / % Signature:.. Signature: CITY OF WHEAT RIDGE ]�� Building Inspection Division (303) 234-5933 Inspection line ( 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ 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: 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: Job Address: 4 16 Permit Number: ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No k "When corrections have been made, call for re- inspection at 303 - 2345933 f F 4 Date: 4/ cr �ispector: DO NOT REMOVE THIS NOTICE Inspections Call by Ivy INSPEC not ne maae unless mis cara Is postea on the Dui 0 PM to receive inspection the following business W Cq 1 I0 -VL1 1( R MUST SIGN ALL SPACES PERTAINING TO THIS Ing site ly. B FOUNDATION INSPECTIONS DATE V Footings /Caissons Stemwall ! (LEG) Concrete Encased Ground Reinforcing or M onolithic VOMME Weatherproof !French Drain Sewer Service Lines Water Service Lines POUR NO. CONCRETE .UNTIL ABOVE: HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS' Sheathing Lath L Watl tie Mid Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical Y IJ V Vt INSYGG I IONS TO BE SIGNED PRIOR TO PROCEEDING Framing In sulation ` Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Froal Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping `. SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.. NOIE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY !S ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. VGk;uf ANt;Y [MOT VERMITTED UNTIL CERTIFICATE OF UCCUPANCY IS ISSUED p RIlTFrT TI-IIC C:ADn FRnRR TWr= IA /t= AT6dGD Y IJ V Vt INSYGG I IONS TO BE SIGNED PRIOR TO PROCEEDING Framing In sulation ` Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Froal Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping `. SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.. NOIE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY !S ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. VGk;uf ANt;Y [MOT VERMITTED UNTIL CERTIFICATE OF UCCUPANCY IS ISSUED p RIlTFrT TI-IIC C:ADn FRnRR TWr= IA /t= AT6dGD NOIE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY !S ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. VGk;uf ANt;Y [MOT VERMITTED UNTIL CERTIFICATE OF UCCUPANCY IS ISSUED p RIlTFrT TI-IIC C:ADn FRnRR TWr= IA /t= AT6dGD ♦ 4' CITY OF WHEAT RIDGE f Building Inspection Division (303) 234 -5933 inspection line (303) 235-2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: /i,FZ Aaty% Job Address: lG iy ,vi vw �g Permit Number: cgg / .��,t7idfl� i ❑ No one available for inspection: Time ,; Y 'AMI Re- Inspection required: Yes �� When corrections have been made, call for re- inspection at 303 -234 -5933 Date: T Z&/12 Inspector: 14LL DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection fine (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Firi�L mss= Job Address: we> 4t, V1, 7-// 4i£ Permit Number: 19`l'yelyy ❑ 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: c411.110 Inspecto DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line �(5� (303) 235 -2855 O/fice •. (303) 237 -8929 Fax 0 1 INSPECTION NOTICE Inspection Type: Fj y/j-t door Job Address: 107 10 ilc s: !ad f$ ✓e Permit Number: a ©9zJ6 y I/ /V 1 ; liaG ;, f:U /!'CF -:C a7 Ff % .la./c�°. C ° hluY} iSf• {7'/i ll5z= l-rz// �tsrs,c" %�,�r/✓_slEa[ar� °T® .'�'�`� .� /ao�r No one available for inspection: Time I SS JPM C Re- Inspection required: es No E ` *When corjections have been made, call for re Inspection at 303 Date: -3 - 10 - /b Inspector: DO NOT REMOVE THIS NOTICE T ♦ 1 i CITY OF WHEAT RIDGE fj Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: isss k~a~h Job Address: dr_>wo ill r./ Permit Number: 0,7'1,0 V`f ~JVr'1ZTFil fdTor.-~~'fl uitf'fiZf Y)~u/r✓Sda Yea-rrFt .~',1'~'xr _f~d~/~f-2 .~~'dfE e~ru,,., .~rro vrU~-ry/I f Rra~1Fr ~yl„~'pvtR~t !S o,vd~ %;!r'dd~~Jf 9'r~i3 ,s~ff,>s ra rf EFL ~z~sT s Lr~,md/. .;tLSG n..FFn G3c z'1{ Ga'Lf. } ?3ftPJY` 6/57- A 0114, ❑ No one available for inspection: Time S0 AM/P,,M_ > Re-Inspection required: &g No When corrections have been made, call for re-Inspection at 303-234-5933 Date: Z.hzll,t Inspector: wry x 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 c,, INSPECTION NOTICE Inspection Type: lv L h f c Job Address: 10710 Xjesi -V /ir e, Permit Number: cJ~lc~I~/ f: is No one available for inspection: Time AM/PM Re-Inspection required: (Y~ No When corrections have been made, Gaff for re-inspection at 303-2345933 Date: ~l !z> Inspector: DO NOT REMOVE THIS NOTICE ~k ♦ 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: fvI,n FC)O(- Job Address: 1y-71 o Lies 4-L} Permit Number: OQ ~I a 4 y ~fSs9r~~.~'ocr~~ f ❑ No one available for inspection: Time /.'0 5- AM/ 00 Re-Inspection required: Yes No When corrections have been made, calf for re-inspection at 303-234-5933 Date: If ,o°r inspector: 0-J DO NOT REMOVE THIS NOTICE "4' City of Wheat Ridge Residential Roofing PERMIT - 094044 >ERMIT NO: 094044 IISSUED:' 11/12/2009 70B ADDRESS: 10710 W 46TH AVE -:EXPIRES: 05/11/2010 )ESCRIPTION:' T/o: Install 40.3 sqs of 30 yrGAF/ElkS& 2.4 sqs modified. `CONTACTS >wner 303/809-8254 Russ Bergen Jc 303/420-0986 DanCupit 06-0114 Professional Roofing, Inc.- PARCEL INFO ;ONE CODE: UA USE: UA >UBDIVISION: 0141 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 8,415.29 FEES Permit Fee 217.50 Total Valuation .00 Use Tax 151 .48 TOTAL .368.98 r' ;onditions• nail installation& mid roof inspection required.' Board sheathing spaced more halla 1/2 of an inch apart 'requires plywood overlay on entire roof. Ice and rater shield'. required from eave edge to 2' inside exterior? walls. . **Contractor/Property owner shall provideladder(s) secured in place fore: npsections.< ubject 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 neasurements shown, and allegations made are accurate; thatI have read and agree to abide by all conditions printed on this application nd hat I assume full responsibility for compliance with the Wheat Ridge (Building Code .(I.B.C) and all other applicable h t'Aidge inances, for work under this permit. Plans subject to field inspection. 3igna ur f o act / er '..:date 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 anyi other applicable ordinances of the City. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension maybe granted at the discretion of the Building Official. If this permit expires, a new permit may be acquired forta 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 Sshall be paid for a"new permit. No work of any.7 manner shall be done that will :change the natural flow of water causing a7 drainage problem. 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.' an approval of, any violation of the provisions of the building codes or any other ordinance, law, :rule or regulation. All:. plan review is sub ec to field.' inspections. gnature of Chief B Official date 9SPECTION R;zST LINE: (303)234-5933 BUILDING. OFFICE: (303)235-2855 EQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. m City of Wheat Ridge Building Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Date: Plan M Permit Building Permit Application Propert yAdtlress.s Property Owner (please print)7 Pt,one 3D-3(~9 Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: ~}^o L,25 i 2 / e y2222 -/SJ 12 Contractor License Phone: 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): Re- 90 f' Construction value: $ a~ Description of_work, (as calculated per the Building Valuahon Daha sheet) ~ Plan Review due at time of submittal): $ IQe,oI~~E ~/~a~/S/~ 3o y✓'s~'~/P ~ ~r Sq. Ft./L.Ftadded: Squares %Z/ 3,-BTU's Gallons Amps AI q /120yyi z=✓~ 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. CIRLCEONE.: (OWNER) (CONTRACTOR) or P Rf. R ) (CONTRATOR) PRINT NAME:: s~ W A Date: 0 / z 0 m m s m Q m 3 a N 05 ~ ~ c ~ a c m ~n ~ m ~ 0 a~ 3 a O~ o f ~ o ~ c N ma a7 0 n~ ~ o ~ ~ ~ w 'm f O ~ 0 ~ 0 ~ ~ 3 m 0 . 0 _ 'Ov -Z m m m 3 -i = r m i ;7 v c m ~ Q m ~ n A m Q m T m ~ O cn n ~ c n f 0 D < ~ W ~ -I A tD 6 N H O Z ~ ~ 2 J °o~ ~ G~ z O ~ 21 p c CD (D = A ~ f ~ m f. c S N r D ~ ?3 (n m CD m ~ o ME: nsN Ip ^ ~ ' Ih n iv rn ~ C) h m d ~ 3 ma (D o n a a ^ f.~ fD D a m ~ m ~ w ° m 'c ~ p ° O JM (D f S 0 fD m o o ~ ~ v c+ co =N _ m cn ~co o~m ~ > o S m D a ~ ~ o V ry ~ N G~ n ~ m ~ rt1 O O Q ~ a ~ N p a a o N 3 ~ w 3 ~ a a ~ < ~ o (D c a ~ to 3 v o N m _ m m F o N N 3 - o 0 3 ° ¢ ~ 0 N ~ v O ,Z7 a O fl; v W l ~ H ~u J F^~I l 1 ~ y ~ O ~ O^ l ^1 \ 1 ~y V ~ l 1 ~ N O ~ 2. ~ ~ W n n a 3 ~ C ' d ~ a o _ Date:hD41d~ Za 7~C13 ~ A Certificate of Occupancy or Completion has been requested.for: ADDRESS: I C' C~ W41L AW' PURPOSE OF Bui(ding Department Approvaf: Remar[cs: Zoning Approval: -c 4- `i~_~L/ e-~, Remarks: W~-2~, Public Works Approval: Remarks: Eire Marsha([ ApprovaL•_ (If App[icab(e) Remarks: Sanitation District Approval: ([f Applicable) Remarks: Water District Approva[: (If App(icable) Remarks: W Cl) F- W N ZZ o J '2W IZ O J WL I J r cl) ;i c~i' a lZ iO . 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'o N C f1 C', N ~ C N O L O m C N LL 0 LL U ¢ ~i 0 W z ~ ~ z W W m a w O m Q z ~ W W cc U Z O O Z Cc 0 (I 0 W Z 0 U) z w W m a w O ~ m Q 'y ~ d z D 1 c 0 ¢ ~ _ U y ~ Li ~ Q ~ 0 m o o Q o i 0 lL .p N U C 0 3: c 0 U ' ~ Q ~ ~ > j ~ C V ~ W ~ 9 ; a ~ d ~ C7 41 i ° c roi ~ ~ y ~ ~ O ~ ~ U a i W ~ d 2 LC cr a Q ~ v ~ 0 ~ 4 M ~ ~ u 6 s Q C O ~ ~ C ~ n m LL o ~ N ~ 0l C .c l2Ctl C O C O x O m EP N CC d j ~ ~ N W C tL ~ C N W ~ 9 7 d C ~ C ~ 2 N N li .R C p at ~ O Q N tE a ~ 2 iLL C J 0ts C N a 0 Q LJ. ~ W U W J = H N Z N ~ N W ~ ~ Z ~a a c=j 00 z z 44 V O f ` i DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) 13401 2/5/02 Property Owner: Property Address: Contractor License No. : Company: 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 (U.B.C.) and all other applicable WJvot Ridge ordJ7ances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED 2 DATE~?-6a Description : BUILD A 30' X 60' DETACHED GARAGE. NOTE: ZONE- R-2/ EXISTING DUPLEX BUILDING DEPARTMENT USE ONLY - SIC : Sq. Ft. : 1800 Approval : MLC Zoning : R-2 Approval: BG RUSSELLBERGREN 10710 W. 46TH AVE COMPLIES W/ R-2 REGS NOM: Owner/eordmeEot is responsible for locating propa lim end eoasWcting improvemrnts according to tt 2/4102 apprOVed plan and required development standards The City is not responsible for inaccurate infomiatic submitted within the plan set and any consiruction errors resulting from inaccu:ate information. Building Permit Number Date Phone: 809-8254 Phone: Construction Value : $20,000.00 Permit Fee : $32125 Plan Review Fee $208.81 . Use Tax : $500.00 Total: $1,030.06 Use: Approval: Occupancy : Walls Roof Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This pertnit was issued in accordance with the provisions setforth in yopur appiication and is subject to ihe laws of the Sfate of Colorado and to the Zoning Regulations and Building Code of Wheat Ritlge, Coloredo or any other applicable ordinances of the City. . (2) This permit shall expire if (A) the work authorized is not commenced wiihin sia1y (60) days from issue date or (e) the buiiding authorized is suspentled or abantlonetl for a period of 120 days (3) If this permit expires, a new permit may be acquiretl for a fee of one-half the amount normaliy required, provided no changes have been or wili be made in the original plans and speciFlCations and any suspension or abantlonment has not exceeded one (7) yeac If changes are made or if suspension or abandonment exceeds one (1) year, full fees shali 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 probiem. (5) Contractor shall noti(y the Building Inspector hvenry-four (24) hourc in advance for all inspections antl shall receive written approvai on inspection cartl before . proceetliing with successive phases of the job. (6) The issuance of a permit or ihe appmval of drawings and specifcations shail not be construe to be a permit for, nor an approval of, any violation of ihe provisions of th ilding c y1W odes r any other ortlinance, law, rule or regulation. . 11 For nne-or hvo $ecfl-fami!On - 26-501 (1). I) ChlOf B`bl{ IMg ns @~ feet (zs) ofdriveivayQ~ollings, lhefJrsfAyep . . . . °S'Pholt,brrlolhesilesha ~~surfQCedtvt'th kl~Q»ers nr co~4 . . . . . materials. oF WHEqp DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 1; BUII,DING INSPECTION LINE - 303-234-5933 Date: ~ ° CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE ~~~oRP~° WHEAT RIDGE, CO 80215 - (303-235-2855) ~~~UCATION Property Owner: ZUsg e ! i j3 e rr re PropertyAddress: 10710 'd 46'' l7l-g+61,- Phone:~~~"a~1~a-S `f Contractor License No.: Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDER5CANDING AND AGREEMENT Construction Value:$,,2O~O(50~- Permit Fee:$ Plan Review Fee:$ Use Tax:$ TOt21:$ Description: . " ui' )eQ ~i 3v ~Vl k)r De-(-GC67q4-,T 5 e- BUILDING DEPARTMENT USE ONLY ~mp~s W~R_a ~S , ZONING GOMMENTS: sIC: Approval: I 1 U~ ~ Zoning: ~ a BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy:' Walls: Electrical License No: Company: Roof: Plumbing License No: Company: Mechanical License No: Company: Ezpirarion Date: Expiration Date: Expirarion Date: Approval: Approval: Approval: (1) This pelmit was issued in aworda¢ce wifh the orovisious set forth in your anpGcation md is subject to the laws of Lhe Stete of Colorado md to the Zo:ring Regulations a¢d Building Codes of Wheat Ridge, Colaado or any offier applicable ordinances of the City. - (2) 17tis pemiit shalt exp'se if (A) fhe work auNorized is not commenced within sirzty (60) days from issue dah or (B) We building autliorized is suspended or abandoned for a period of 120 days. (3) If this pemtit expaes, a new peimit may he acquued for a fee of ono-half the amount noimally xequired, pcovided no changes have been or will be made iu ihe originalplaas andspecificafio¢s md anysuspeasion orabandonmentlws ¢otezceeded one (1)yeaz. Sfchauges have been orifsuspeusion orabandonment exceeds o¢e (1) yeaz, fiill fees shali hepaidfor a aew permit. (4) No work of any mamer shall 6e done fhat vrill change the natuat flow of water causi¢g a drai¢age problem. (5) Contracrorstiall nofifytheBwldingSnspectorhvenTy-foar(24)houcsinadvanceforalliaspecfiousandshaLLceceivewrittenapprovaloninspectioncazd6efwe proceedingwithsuccessivephasesofthejob. - - (6) The issuance of a pelmit or the appcoval of drawings mmd speci5cations sball not be cousaued m 6e a pemit fox, nor en approval o$ any violadon of the provisio¢s of the building codes or any other ord'wance, law, rule or iegularion. r~ r ChiefBuIldin~lns ecioA M . \ ~ ~Lt. _ ~ Stories: Residential Units: I hereby certify that the setback distances proposed by this pertnit applicafion aze accurate, md do not violate applicable ordinances, mles orregufations of the City of Wheat Ridge or covenanfs, easemenk orresh-icGons ofrecord; tLat allmeasuremenis shown, md allegations made aze accurate; that I have read and agree to abide by all conditions printed on this application md that I acsume fult responsibility for compliance with ihe Wheat Ridge Building Code (U.B.C) md all other applicable Wheat Ridge Ordinauces, for work under • iOJ~. 1 : ..11!' ' ' DA1fi. ~ R.E. PPRT 8 AS:;Ut.;niE5, INC. t~,:n,~, lr.,JD SUrV1`.,1NG MCntGnGE CO._'" , ADORCSS 12'" .'nr.:nl.i. ~ . '~nn~. , ` BOfIROWCR3 NAME__T_°f ZPn l~ + IEGAI DI SCRIP110N ~~n...!`:l•... _.n•.~ ,..,r n'~ Lut :il. ~ . c Iimir SIibJIiuu. rti ~ A ~ _ Q 1 k.I c~.JC S /'AT." I o7ic, ~1. 440+t, AVE. L. .i . . . . I I ~ I ~ I ~ I I ~ CnR<i7 1 SrCR~' KRANt. ~y~ ~ N V.O 0 i ~ M s4.S' r \e~ ~ I" ^nY G' _ ~ ~ - , ICK, L. o r 3 1 0 0 .9 tn Q J I o`~ a--On the besiTln.... irdµainlumiation and txlicl. f hereby certify thnt thie iny,rovemwit Iceetlon certificate wein prepared fnr . . . , thet it ie not a-1-:rtnd Surxcy F'int or Imprul'em~nt So: ve>*I`Inl, and thet it in nut to be rrli"d upon for the eecnbliehmrnt f"ncr, huilding. mother (utan,- iinPrmrment linea. 1 tunher eertiAthxt the imprnvemento pn •h,•. .n'•ore(I encribedpnrcelnnthi.dnte,rxreptu:ilityconneetionr erti -ntirelYwithinthef,nuudarn•w "f tHC pPTCPI. P%OPPI flo sIIOW!l. :hAL lllPfP Pre ttb POCI'011('~ l~J,°~S~w J~ the den:ribrd prt•r:iircr icivrm~PmPnte ~,n eny ndjnininK pn•minen, excvyt a ~,t{1f~,~,, l~tpd'4J)nt there i. na nppnmr,; r% idence or sian of eny eeeemvnt cmgninw or burde rl~~f1lbDnr(el, ez{ept na noted L n ~..n~fied ~hn ih .i wv d..•.b.d ~ 15321;~y~~ ~ . . y.,..~~ . ,l. irsn.wid„r.~ i•~ .•r =,Ut ~?tO - 0-d M.~rn.h~r:l~n m~covAp•~. u...A.. • q~'w~v~~ ja0~,~ / . :,.~i in u t~e~•,i ~um,~„~„ i : ;lw f .~....••~M . . O i . I 'P I " 1L1 > Q t F ~O ~ N 1a6 ~ 9 sd/ ~ \ \ i _ f ~ 3 J ; ; O a ~ MonolithlC $lab - ioyro w. -a6+• Ava Bo'x6o' b105. The use of a thickened slab as a foundation for a detached -2-- story accessory building shall be in accordance with the following design requirements: 1 Ground shall be level. 2 Slab shall be placed on undisturbed soil , 3 Slab shall not be used on organic soil, very sofr soil, muck or expansive soil. 4 Remove all sod and foreign matter under slab. 5 Trench entire perimeter, including doonvays. enter(O.CJ max aacu cut slab 1" deer on te slab tp•x iot ~~a• e mesh e slab cell 3wayfromsoil J'! • Provide continuous #$Yebar at top and bottom ot thicKenea eage or siao • Rebar must be kepi at least 3" from the soil a.,d 6" o par** • All lapping of rebar is to be a minmum of 15" and all bends are to be cold bends Trus s Truss Type Qty Ply RUSS BERGREN RGRE F T01GIR GAMBRELATTIC 1 2 o tional High Plateau Truss, Inc., Goldeq CO 80403, Bryan Coloroso 4201 SR1 s Nov 16 2000 MiTek Industries, Ina Tue Jan 29 08:3432 2002 Page 1 31-0-0 "ji Ot03-4-4 ~ 6-10-4 ~ 23-1-12 I26-7-12 1 30-0-0 H 1-0-03-4-4 3-6-0 163-8 3-6-0 3-441-0-0 Scale=1:704.5 Special 4.0Q~lkbial Special Special 7x12 ~ 5x8 = Special Special Special Special Special 7x12 \ 6 4~c6 - 4n6 ~ Special 7 ~ 8 4 Special N Special ~ 2x4 O Special 7 .56 1 2 ~ 2x4 O Special 4x10 = 3 9 Special 3 w Special 76-0-0 1 H 1 I~ ~ P? 2 8x12 = 14 13 12 8x12 54 = 8x8 = 5a6 = 3-4-4 I 6-10-4 ~ 23-1-12 I26-7-12 I 30-0-0 I 3-4-4 3-6-0 163-8 3-6-0 3-4-4 Plate Offsets X, : 2:0-7-2,0-5-4 4:0-7-8,0-3-11 , 8:0-7-8,0-3-11 , 10:0-7-2,0-5-4 LOADING (psi) SPACING 2-0-0 CSI DEFL in (lac) I/defl PLATES GRIP TCLL 30.0 Plates lncrease 1.15 TC 0.83 Vert(LL) -024 12-14 >999 MII20 197/144 TCDL 7.5 Lumber Increase 1.15 BC 0.42 Vert(TL) -0.34 12-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.06 10 n/a BCDL 7.5 Code UBC97/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight: 49416 LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Sheathed or 4-1-14 oc purlins. BOT CHORD 2 X 10 DF 1950F 17E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brecing. WEBS 2 X 4 SPF 1650F 1.5E OTHERS 2 X 4 SPF 1650F 1.5E WEDGE Left: 2 X S DF 1950F 1.7E, Right: 2 X 8 DF 1950F 17E REACTIONS (Ib/size) 1 0=1 2244/0-6-8 (input: 0-3-8), 2=12244/0-6-8 (input: 03-8) Max Horz 2=655(load case 4) Max UpIift10=-1649(load case 5), 2=-1649(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=55, 2-3=-14949, 3-4=-13240, 8-9=-13237, 9-10=-14947, 10-11=55, 45=-13016, 5-6=-9668, 6-7=-9658, 7-8=-12976 BOT CHORD 2-14=8256, 13-14=8006, 12-13=8006, 10-12=8255 WEBS 4-15=3694, 8-15=3651, 4-14=1667, 8-12=1662, 6-15=2338, 3-14=401, 9-12=-398, 7-15=-3092, 5-15=3124 NOTES 1) This truss has been designed for the wind loads genereted by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) Ceiling dead load (10.0 psfl on member(s). 4-15, 8-15 4) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-14 5) WARNING: Required bearing size at joint(s) 10, 2 greater than input bearing size. 6) Two RT16-2 USP connectors recommended to connect truss to bearing walls due to uplift atjt(s) 10 and 2. 7) This truss has been designed with ANSIliPI 1-1995 criteria. 8) Special hanger(s) or connection(s) required starting at 0-0-0 from the left end to 30-0-0 to connect truss(es) (1 ply 2 X 4 SPF) to front face of top chord. Design of unspecifed connections is delegated to the building designer. Continued on a e 2 Qty IPIy IRUSS TOtGIR IGAMBRELATTIC I' I` I(optionap 'russ, Inc., Golden, CO 80403, Bryan Coloroso 4201 SR1 s Nov 16 2000 MiTek Industries, Inc. Tue Jan 29 083432 2002 Page 2 NOTES 9) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 6- 2 rows at 0-6-0 oc. Bottom chords connected as follows: 2 X 10 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. 10) Special hanger(s) or connection(s) required starting at 0-0-0 from the left end to 30-0-0 to connect truss(es) (1 ply 2 X 4 SPF) to front face of top chord. Design of unspecified connections is delegated to the building designer. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plD Vert: 2-14=-15.0, 12-14=-115.0, 10-12=-15.0, 1-2=-75.0, 2-4=-726.1, 8-10=-726.1, 10-11=-75.0, 4-8=-20.0, 4-6=-726.1, 6-8=-726.1 Horz: 4-14=02, 8-12=-02 Drag: 4-14=-20.0, 8-12=-20.0 iJob ITruss ITmssType RUSSBERGREN Qty Ply I I I I I IGAMBRELATTIC I2-BERGRE 'i,TO1GIR 1 ~2 ' o tional High Plateau Truss, Inc., Golden, CO 80403, Bryan Coloroso 4.201 SR1 s Nov'16 2000 MiTek Industries, Inc. Tue Jan 29083432 2002 Page'I 31-0-0 'S-OJ03-4-4 I 6-10.4 I 234-72 126-7-12, 30-0-0 I I 1=0-03-44 3-6-0 1G3-8 36-0 34-41-0-0 Scale=7:104.5 Special I SPecial Special 4D~ial 5x8 = Special 7z12 % Special Special Special Special ~x12 ~ 6 4~c6 ~ 4~c6 ~ Special 7 4 Special Special ^ Special 56 12 Zx4 O 1 . 14 2x4 /i 4x10 = Special m ' 3 . I 9 yy~ Special pecial 3 S ~ 16-0-0 Z j I 2 0 ` 802 = 14 13 12 8x12 5s6 = 8x8 - Sx6 = 3-44 I 6-10-4 I 234d2 126-7-721 30-0'0 I 3-44 3-6-0 16-3-8 3-6-0 3-4-0 Plate Offsets X, : 2:0-7-2,0-5-4 , 4:0-7-8,0-&11 , 8:0-7-8 03-11 10:0-7-2,0-5-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.83 Vert(LL) -024 12-14 >999 MII20 197/144 TCDL 7.5 Lumber Increase 1.15 BC 0.42 Vert(TL) -0.34 12-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.06 10 n/a BCDL 7.5 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 240 Weight: 4941b LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Sheathed or 4-1-14 oc purlins. BOT CHORD 2 X 10 DF 1950F 1.7E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4SPF1650F15E OTHERS 2 X 4 SPF 1650F 1.5E WEDGE Left: 2 X 8 DF 1950F 1.7E, Right: 2 X 8 DF 1950F 1.7E REACTIONS (Ib/size) 10=12244/0.6-8 (input: 0-3-8), 2=12244/0-6-8 (input: 03-8) Max Horz 2=655(load case 4) Mau UpIift10=-1649(load case 5), 2=-1649(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=55, 23=-14949, 3-4=-13240, 8-9=-13237, 9-10=-14947, 10.11=55, 45=-13016, 5-6=-9668, 6-7=-9658, 7-8=-12976 BOT CHORD 2-14=8256, 13-14=8006, 12-13=8006, 10-12=8255 WEBS 4-15=3694, 8-15=3651, 414=1667, 8-12=1662, 6-15=2338, 3-14=401, 9-12=398, 7-15=3092, 5-15=3124 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per , U8C97/ANSI95 If end verticals or cantilevere exist, they are exposed to wind. If porches exist, they are noi exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table I No. 16-B, UBC-97. ' 3) Ceiling dead load (10.0 psfi on member(s). 415, 8-15 4) Bottom chord live load (40.0 psfI and additional bottom chord dead load (10.0 psf) applied only to room. 12-14 5) WARNING: Required bearing size at joint(s) 10, 2 greater than input bearing size. 6) Two RT16-2 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 10 and 2. 7) Thistruss has been designed w@h ANSIlTPI 1-1995 crite(a. 8) Special hanger(s) or connection(s) required starting at 0-0-0 from the left end to 30-0.0 to connect truss(es) (1 ply 2 X 4 SPF) to front face of top chord. Design of unspecified connections is delegated to the building designer. ContinUed on page 2 jJob ITruss ITrussType Qry IPIy iRUSSBERGREN 2-BERGRE IT01GIR IGAMBRELATTIC i2 I ' o tional High Plateau Truss, Inc., Golden, CO 80403, Bryan Coloroso 4201 SR1 s Nov 16 2000 MiTek Industries, Inc. Tue Jan 29 08:3432 2002 Page 2 NOTES 9) 2-ply truss to be connected together with 10d Common(.148"X3") Nails as follows: Top chords connected as follows: 2 X 6- 2 rows at 0-6-0 oc. Bottom chords connected as follows: 2 X 10 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. 10) Special hanger(s) or connection(s) required starting at 0-0-0 from the left end to 30-0-0 to connect truss(es) (1 ply 2 X 4 SPF) to front face of top chord. Design of unspecified connections is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Un'rform Loads (pff) Vert: 2-14=-15.0, 12-14=-115.0, 10-12=-15.0, 7-2=-75.0. 2-4=-726.1. 8-10=-726.1, 10.11=-75.0. 4-8=-20.0, 4-6=-726.1, 6-8=-726.1 Horz: 4-14=0.2, 8-12=-02 Dreg: 4-14=-20.0, 8-12=-20.0 Job Truss TrussType Qty Pty RUSSBERGREN 2-BERGRE GE1 GAMBRELATTIC 2 1 o tional High Plateau Truss, Inc., Golden, CO 80403, Bryan Coloroso 4201 SR1 s Nov 16 2000 MiTek Industries, Inc. Mon Jan 14 09:11:39 2002 Page 1 -W 6-10A ~ 231-12 1 30-0-0 31-1-0 1-0-0 6-10-0 16-3-8 6-104 1-0-0 - Scale = 1125.4 2rz4 I I 2c4 11 qp~f~il 1.Sx4 II 2x4 II 6x8 ~2x4 11 5x6 = 318 11 3x8 II 'o2~c4 II 5x8 - . 2x4 I6 Sr4T ~~T4314 6 9 2s4 II 74.5 12 2x4 II 2X4 2~c4 II 5 S 5 4 555 S SS j 3 i6-0.0 Bl 34 33 32 31 30 29 28 2726 25 24 23 22 21 20 3x5I I 7.5x4 II 1.5x4 11 3x4 = 15x4 11 3x5 11 1.5x4 II 1.5x4 II 1.Sx4 II 7.Sx4 II 1.Sx4 II 1.5x4 II 7.5z4 II 7.5Z4 II 1.5x4 II 1.5x4 II 1.5x4 II 6-10-4 ~ 23-1-12 ~ 30-0-0 I 6-10-4 163-8 6-00-4 LOADING (psd) SPACING 2-0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.08 Vert(LL) n/a - n/a MII20 197/144 TCDL 7.5 Lumberlncrease 1.15 BC 0.06 Vert(TL) 0.00 1-2 >999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.01 2 n/a BCDL 7.5 Code UBC97/ANSI95 (Matra) 1st CC LL Min Vdefl = 240 Weight 2441b LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Sheathed or GO-0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling diredly applied or 10-0.0 oc bracing. OTHERS 2 X 4 SPF 1650F 1.5E'Except` WEBS 1 Row at midpt 631, 1423, 28-36, 29-37, 3038, 02 2 X 4 SPF No2 2639, 25-40, 24-41 WEDGE Leit: 2 X 4 SPF 1650F 1.5E, Right: 2 X 4 SPF 1650F 1.5E REACTIONS (Ib/size) 27=0130-0-0, 18=229/30.0.0, 31=129/30-0-0, 23=131/30-0-0, 2=229Y30-0-0, 28=206130-0-0, 29=138130.0-0, 30=149f30-0-0, 32=138l304-0, 33=158130-0-0, 34=53/30-0.0, . 26=206130-0-0, 25=138/30-0-0, 24=149/30-0-0, 22=136130-0-0, 21=157l30-0-0, 20=53130-0-0 . Mas Horz 27=£61(load case 3) ~ Max UpIift18=428(load case 4), 31=-49(load case 4), 23=-71(load case 3), 2=410(load case 3), . 28=-95(load case 3), 29=-127(load cau 3); 30=-115(load case 3), 32=-214(load case 4), - 33=-280(load case 5), 34=-272(laad case 4), 26=-91 (load case 4), 25=-126(load case 4), 24=-114(load case 4), 22=-212(load case 3), 21=-278(load case 5), 20=-280(load case 3) Max Grav 18=373(load case 3), 31=129(load case 1), 23=131(load case 1), 2=344(load case 4), 28=206(load case 1), 29=138(load case 1), 30=149(load case 7), 32=138(load case 1), 33=158(load case 1), 34=207(load case 3), 26=206(load case 1), 25=138(load case 1), 24=149(load case 1), 22=136(load case 1), 21=157(load case 1), 20=212(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=44, 23=147, 3-4=-138, 45=-142, 56=-133, 1415=-132,15-16=-143, 1617=139, 17-18=148, 18-19=44, 6-7=-126; 7$=123, 8-9=120, 9-10=-133, 10.11=133, 11-12=120, 12-13=123. . 13-14=-130 80T CHORD 2-34=55, 3334=53, 3233=52, 31-32=52, 3031=51, 29-30=51, 28-29=51, 27-28=51, 26-27=51, 2526=51, 2425=51, 23-24=51, 22-23=52, 21-22=53, 20-21=54, 18-20=55 WEBS 638=44, 37-38=44, 3637=44, 3536=44.35-39=44, 39-40=44, 40-41=44, 14-41=44, 631=-129. . 1423=131, 10.35=-YL, 936=-091, 28-36=206, 8-37=-142, 2937=-138, 7-38=-156, 30.38=-149, . 532=-139, 433=-156, 334=-70, 11-39=-191, 2639=-206, 12-40=-142, 25-40=-138, 13-41=-154, . . . 24-41=-149, 15-22=-137, 16-21=-156, 17-20=-70 Continued on page 2 Job ' -Truss Tm~ ype Qt y Ply RUSS BERC~REN 2-BERGRE GE1 7 ELATTIC 2 1 o ional High Plateau Truss, Inc., Golden, CO 80403, Bryan Coloroso 4201 SR1 s Nov 16 2000 MiTek Industries, Inc. Mon Jan 14 09:1139 2002 Page 1 -100 6-104 ~ 23-1-12 1 30-0-0 3 1-0-0 6-104 163-8 610.4 740-0 - Scale = 1:125.4 . 2s4 II bc4 II 4D9ff2 I 1.5x4 11 2x4 11 6x6 ~ 9c4 I I 5x6 = 3x8 11 3x8 II ~o2z4 II ykg ~ . 2~c4 16 A, 'ST4314 Si4T 6 52x4 II 2x4 II 14.5 12 2x4 II 5 15 2x411 ~411 IS 5 555 S 5S555 1 ~s 4 S 3 S 3 3 Z 16-0-0 S 1~ yq q, 4 B~ ~ 1q 34 33 32 31 30 29 28 2716 25 24 23 22 27 20 3z5 11 1.5x4 II 7.5x4 II 3x4 = 1.5x4 11 3rz5 II 1.5x4 I i 1.5z4 111.5z4 11 1.5x4 11 1.5x4 11 1.5x4 11 15x4 11 7 Sz4 11 1.5x4 11 1.5x4 II 1.5x4 II 6-704 ~ 23-1-12 ~ 30-0.0 ~ 6-104 163-8 6-10.4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.08 Vert(LL) n!a - n/a MII20 1971144 TCDL 7.5 Lumberlncrease 1.15 BC 0.06 Vert(TL) 0.00 1-2 >999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.01 2 n/a BCDL 7.5 Code UBC97fANS195 (Matroc) 1st LC LL Min Bdefl = 240 Weight: 24416 LUMBER . BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brecing. OTHERS 2 X 4 SPF 1650F 1.5E'EccepY WEBS 1 Row at midpt 6-31, 1423, 2836, 29-37, 30.38, 02 2 X 4 SPF No2 2639, 25-40, 24-41 WEDGE Left: 2 X 4 SPF 1650F 1.5E, Right: 2 X 4 SPF 1650F 1.5E REAC710NS (Ib/size) 27=0130-0-0, 18=229/30A-0, 31=129/30-0-0, 23=131/30.0-0, 2=229l30-0-0, 28=206130~0, 29=138f30.0.0, 30=149l30-0-0, 32=138/30-0-0, 33=158/30-0-0, 34=53/30-0-0, . 26=206130-0-0, 25=138130.0-0, 24=149130-0-0, 22=136l30-0-0, 21=157l30-0-0, 20=53l30-0-0 Mas Horz 27=-661(load case 3) - Max UpIift18=428(load pse 4), 31=119(load case 4), 23=-71(load pse 3), 2=410(Ioad case 3), 28=95(load case 3), 29=-127(load case 3); 30=-115(load case 3), 32=-214(load case 4), 33=280(load case 5), 34=-272(load case4), 26=-91 (load case 4), 25=126(load case 4), - . 24=114(load case 4), 22=-212(load case 3), 21=-278(load case 5), 20=-280(load case 3) Mau Grav 18=373(load case 3), 31=129(load case 1), 23=131(load case 1), 2=344(load case 4), 28=206(load case 1), 29=138(load case 1), 30=149(load case t), 32=138(load pse 1), 33=158(load case 1), 34=207(load case 3), 26=206(load case 1), 25=138(load case 1), 24=149(load case 1), 22=136(Ioad case 1), 21=157(load case 1), 20=212(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=44, 2-3=-147, 3-4=138, 45=-142, 5-G=-133, 1415=-132, 15-16=-043, 16-17=-139. 17-18-148, . 18-19=44. 6-7=-126, 7-8=-123, 8-9=-120, 9-10=-133, 10.71=133, 11-12=120, 12-13=-123, 13-14=-130 - - BOT CHORD 234=55, 33-34=53, 32-33=52, 31-32=52, 30.31=51, 29-30=51, 28-29=51, 27-28=51, 26-27=51, 25-26=51, 2425=51, 23-24=51, 22-23=52, 21-22=53, 20-21=54, 18-20=55 WEBS 638=44, 3738=44, 3637=44, 3536=44. 35-39=44, 39-40=44, 40-41=44, 14-41=44, 631=-129, 1423=-131, 10.35=-72, 936=-191, 28-36=-206, 837=-142, 2937=138, 7-38=-156, 3038=-149, 532=-139, 433=-156, 334=-70, 1139=-191, 26-39=206. 12-00=-142, 25-40=-1 38,13-41 =-154, . . . 24-41=-149, 15-22=-137, 16-21=-156, 17-20=70 . Continued on page 2 Job Truss TrussType ~ Qty Ply RUSSBERGREN 2-BERGRE GEt GAMBRELATfIC 2 1 o tional High Plateau Truss, Inc., Golden, CO 80403, Bryan Coloroso 4201 SR1 s Nov 16 2000 MiTek Industries, Inc. Mon Jan 14 09:11:41 2002 Page 2 NOTES t) This truss has 6een designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclased building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC971ANSI95 If end vertipls or cantilevers eadst, they are exposed to wind. If porches exist, they are not exposed to . wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurzent with any other live loads per Table No. 1 CrB, UBC-97. 6) One R'f7 USP connectors recommended to connect truss to bearing walls dUe to upliR at jt(s) 27, 18, 31, 23, 2, 28, 29, 30, 32, 33, 34, 26, 25, 24, 22, 21, and 20. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard GAMBREL ATTIC NOTES ' 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above gmund level, using 5.0 psf top chord dead load and 5.0 psf boltom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 R by 24 ft w@h exposure C ASCE 7-93 per UBC971ANSI95 If end verticals or cantilevers exist, they are ezposed to wind. If porches ewst, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Gable requires wntinuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 1613, UBC-97. 6) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 27, 'I 8, 31, 23, 2, 28, 29, 30, 32, 33, 34, 26, 25, 24, 22, 21, and 20. 7) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard Joti° Truss . TGMAMB`ReLATTIC sspe ~ Qty Pty RUSSBERGREN 2-BERGRE GE1 2 1 o tional High Plateau Truss, Inc., Golden, CO 80403, Bryan Coloroso 4201 SR1 s Nov 16 2000 MiTek Industries, Inc. Mon Jan 14 09:11:41 2002 Paqe 2 NOTES 1) This truss has been designed for the wind loads generated by'100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 it with exposure C ASCE 7-93 per UBC971ANSI95 If end vertipls or pntilevers ebst, they are exposed to wind. If porches ewst, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for w(ind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent w(ith any other live loads per Table No. 16-13, UBC37. 6) One RT7 USP connectors recommended to wnned truss to bearing walls due to uplift at jt(s) 27, 18, 31, 23, 2, 28, 29, 30, 32, 33, 34, 26, 25, 24, 22, 21,and20. 7) This truss has been designed with ANSIliPI 1-1995 criteria. LOAD CASE(S) Standard ~ ~.r..~r~+.~~.~.~ ~ ~ . . ~ / ~d~ ~ . ; . . ~ i ~ c~ ' ; ~ ~ ' ~f ~ i ; ~ a . '3. 1 ~ ~ : . ri/ G~-, ~ ; ; , ~ ` ' ~ ~ , ; I; 4~ .~i ' ~ , u.! ? ~ ; ' i ~ ~ u.i ~ ~ r: ' f t~l ~j Q ~i ~ ` ~ ~ ~ ~ . 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