The URL can be used to link to this page

Home My WebLink About3370 Ward RoadFrom: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Sewer or Water Line Repair Permit Application Date: Tuesday, April 13, 2021 1:51:54 PM Sewer or Water Line Repair Permit Application This application is exclusively for SEWER OR WATER LINE REPAIR - IN YARD Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Right of Way permits must be applied for with the Public Works Department. Is this application for Yes sewer line or water line repair - in yard only? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 3370 WARD RD Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) CHRIS KNOPPING Property Owner Email Field not completed. Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business TRENCH RIGHT Name Contractor's License 130022 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-287-9009 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email OFFICE@TRENCHRIGHT.COM Address Retype Contractor OFFICE@TRENCHRIGHT.COM Email Address DESCRIPTION OF WORK Is this a sewer line or Sewer Line water line repair? Length of repair 10, Location of repair FRONT YARD (backyard, frontyard, etc) Provide additional INSTALL CLEANOUTS details including installation of clean- o uts. Project Value (contract 4000 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. 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 Yes been authorized by the legal owner of the property to 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. Person Applying for JASON LAMB Permit Email not displaying correctly? View it in your browser. 1* � � i City of Wheat Ridge �� E -Res. Sewer/Waterline Repair PERMIT - 202100686 PERMIT NO: 202100686 ISSUED: 04/14/2021 JOB ADDRESS: 3370 Ward Rd EXPIRES: 04/14/2022 JOB DESCRIPTION: Replace 10' of sewer line in front yard, install cleanouts. *** CONTACTS *** OWNER ( 7 2 0) 837-4187 KNO P P I NG CHRIS SUB (303)287-9009 BRAD WAKEHAM 130022 TRENCH RIGHT LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 41000.00 FEES Total Valuation 0.00 Use Tax 84.00 Permit Fee 109.20 ** TOTAL ** 193.20 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge E -Res. Sewer/Waterline Repair PERMIT - 202100686 202100686 3370 Ward Rd ISSUED: 04/14/2021 EXPIRES: 04/14/2022 Replace 10' of sewer line in front yard, install cleanouts . 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�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature 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 and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official 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 requ�ired 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, anviolation of any provision of any pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 04/14/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 r-_____.. _._ Occupanc yi 1T'ype �T Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Wall Sheathing Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof a P Lath / Wall Tie Rough Electric " Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments 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 —� r 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 — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather ' W City of Wheat Ridge V, Residential Roofing PERMIT - 201703302 PERMIT NO: 201703302 ISSUED: 07/05/2017 JOB ADDRESS: 3370 Ward RD EXPIRES: 07/05/2018 JOB DESCRIPTION: Residential Re -roof to install Duration Storm 30 year asphalt shingles with 34 sq. *** CONTACTS *** OWNER (720)837-4187 KNOPPING CHRIS SUB (720)371-6390 Rene Medina 150084 Rene's Roofing *** PARCEL INFO *** ZONE.CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/IIOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,000.00 FEES Total Valuation 0.00 Use Tax 210.00 Permit Fee 204.30 a -AN ** TOTAL ** 414.30 *** 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 one half 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 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. I, by m 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 le ally authorized to include all entities named within this document as parties to the work to be perfoncfand that all work to be,.perfonmed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying pplans 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 originalpermit 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 pen -nit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holyder 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 ' e or granting�eation not be construed to be a permit for, or an approval of, any violation of any provision of any appfic d- ordd�ln of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequestgei.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. City of Wheat Ridge Residential Roofing PERMIT - 201703302 PERMIT NO: 201703302 ISSUED: 07/05/2017 JOB ADDRESS: 3370 Ward RD EXPIRES: 07/05/2018 JOB DESCRIPTION: Residential Re -roof to install Duration Storm 30 year asphalt shingles with 34 sq. I, by m 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 le ally authorized to include all entities named within this document as parties to the work to be perfoncfand that all work to be,.perfonmed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying pplans 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 originalpermit 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 pen -nit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holyder 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 ' e or granting�eation not be construed to be a permit for, or an approval of, any violation of any provision of any appfic d- ordd�ln of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequestgei.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 6ffJ( /U ::�:> From: no-reply@ci.wheatridge.co.us Sent: Thursday, June 22, 2017 10:34 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application 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 5 business days, 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. 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 fora Yes l n'�('- M ✓ residential roof? /� v �I Y i'J► How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 3370 Ward Rd Kris Knopping 720-837-4187 Field not completed. I q1q,'50 LP 4 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 Rene's Roofing Contractor's License 150084 Number (for the City of Wheat Ridge) Contractor Phone 720-371-6390 Number Contractor Email Address Renesroofing@icloud.com Retype Contractor Email Renesroofing@icloud.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing duration storm 30 year Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 34 material selected above? J Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? / ✓ TOTAL SQUARES of all 34 roofing material for this project 4 Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) house and garage $10,000.00 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full 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 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 may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Yes Yes Yes Yes Rene Medina Email not displaying correctly? View it in your browser. 3 Rene's Roofing 8331 Downing Drive Thornton Co. 80229 720-371-6390 Chris Knopping 3370 Ward Rd. Wheatridge Co. Contract Tear off 34sgs of shingles Install ice & water shield Install 30 pound felt Install 2x4 drip edge Install 30 year dimensional shingles Install 35sgs of 30 year duration storm shingles Install 300ft of 5 inch seamless gutters Install 20 down spouts Total $11,500.00 Home owner Date Contractor/l(,,-%xee� July 12, 2017 City of b -A Wh6at�idge COMMUNITY DEVELOPMENT 7500 W. 29th Avenue * Wheat Ridge, CO 80033 * O: (303)235-2855 * F: (303)235-2857 Contractor Waiver for Workers' Compensation Insurance 0 I, (print your name), rA c verify that I am the sole owner or partner of (company name): which has no employees and is not required by the State of Colorado to carry workers' compensation insurance. I further state that if I hire subcontractors, they are in compliance with the State of Colorado Workers' Compensation insurance requirements and have obtained the required contractor's business license from the City of Wheat Ridge. Signature: zu Date: -K-2-17 e A 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: H O Job Address: Permit Number: �`�%Q ❑ No one available for inspection: Time °!.`��"� v AM/PM Re -Inspection required: Yes �,-No,,, When corrections have been made, call for re -inspection at g03-234-5933 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: M k D Job Address: '3'�)n LD 1,AiAC_P Zo Permit Number:1'( '�j'z5(> -2_ V ❑ No one available for inspection: Time (�� 2,5 AM/M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: b 't • 11 Inspector: OWN- DO NOT REMOVE THIS NOTICE j Perm t#:201400487 Issued: 11/10/2014 Stipulations: Interior Remodel - Kitchen and Bath, Electrical and Remove Structural Wall in Kitchen. 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. #wner: CHRIS KNOPPING 16353 W 66TH CIR ARVADA CO 80007-7593 Contractor: Allen George 806 TROY ST AURORA CO 80011-6639 For the Following Purpose: Residential Remodel 4 ( CITY OF r InspectionType- Job Address: Num Permit on corwWons nave D"n Me cwt For inspector: 4 1 CITY OF WHEAT RIDGE Inspection . s • Address: Permit Number: UJ!J0612 " "A Y 0 I' eatf W ' , Man W M- Date: 0 q,. j 21 1 ` -1, -, Plawpermit IM• =;! i,: :I ffji� Property Address: Property Owner (please pfino: (I Phone: Property Owner Email: Address: Cat ,Sete, lAr h. Phone: Cont Contractors City License #: Phone: Contractor E.mall Address: RwI=M Complete all information on BOTH sides of this form Sqt Ft, -F Btu's Gallons Amps -.I.---.---I-- ------ Squares Other Copyright 2014 Reserved 3370 Ward Rd Wheatridge Co 80033 ge l d of 21 Pages SKI,SI,S2,SD1 Copyright 2014 Reserved Valid only at 33 Ward Rd Copyright 2014 Reserved 3370 Ward Rd Wheatridge Co 80033 Page 2 of 21 � 04 A "".Jly eemuttin stutchrta 7373 S Dexter Way centennial, Co 80122 Phone: 303-250-1837 Email: structures@aes-co.com www1aes-co'com Keynotes: Project Name: 3370 Ward Rd Prcject No: 14-424 Sheet No. SK Of: Calculated by: 'CD Date: Checked by: Date: 1, New W8xl5 (maximum clear span 14'-3") Grade A995, (use 15'-0" Long o/o). Beam MUST be installed centered on beam [ED . 2. Provide I x3 Select Pine (or Ash, Oak or better) trim for continuous restraint tight to new beam to prevent buckling and drifting. 3. Use 2" Grip-Rite Fas'ners (Gold) into each existing 2x Ceiling Rafters. Install in predrilled holes, and soap all fasteners. 4. Provide at 48" oc, new 2x4 Heriffir #2 braces, Toe nail min 2 nails into existing rafters. These are to be placed at the rafters not already braced at 48" oc typical but over the new beam. Brace off ceiling joists or off new steel beam if not directly over the ceiling joists. See detail SD2. 5. Provide Min 3-2x4 SPF(Spruce Pine Fir) Stud Grade Posts under the beam and 1-2x4 King Post for stability at each end of beam. (Nail all 2x material 16d nails @ 16" oc typical each layer). Posts must continue to mark [ED beam in basernent (Existing 7S15. 3). Where a joist exists, the posts may sit on joists, and use blocking to assure all 4-2x's have support to beam below. 6. Shore all existing n 2x ceiling joists prior to removal of existing wall, 6A. IMPORTANT: Shore existing 2-2xlO ceiling joist beam (supporting the ceiling in the room with the fireplace. Copyright 2014 Reserved Valid only at 3370 Ward Rd w 3370 Ward Rd Wheatr dge Go 80033 Page 3 of 21 AES Colorado, Ltd. Cansuffing Stnictur Engineering rrF.T Na, � � �,�,,.�,. � ..�.� �_�m� F P 73 $ . ter Way, Centermial, CO 8012 Emit`: trrs ture ES-Co, tom CAL'. t.A°rt a .....v,.. �. P hone. 303. 250.1837 E 303-4844 O ver 30 Yea rs & t /2 Difflon in Prpjocts i a 1 v � r � a ,. i t w , t mh S 9 a n Copyright 2014 Reserved 3370 Ward Rd Wheatrldge Co 80033 Page 4 of 21 AES Colorado, Ltd. JOB _2 1, s f „._ .. .. Consulting Structural Engineering 5HEF"T MY OF 7373 3 Dexter Wo , Ceiat nniaf, CO 80322 rtt l trr Ct rr s ,f Co.or rra CAcr�U TED ��Y.ry,. * y _ oxr..aa ma ,Mn P hone: 303 - 250 -1837 Fax.. 303-484-4151 Ove 30 Yearn & 1/2 §f' to Projects Copyright 2014 Reserved 3370 Ward Rd Wheatridge Co 80033 Page 6 of 21 N, AES Colorado, Ltd. i - 373 rk l a, d tPt "s3kff r CO �...�.... �. a M r"k+",grt: n9�"14 Fic <Em€`? �`"" 9 ( `' t"Hty v9 �d . c ,.a„$3'Yd s s. i a. 6 8 , �:. S m .. a .. ,w ,." b, .v w ,mow ., .,.,.., x �,_ :�. � ...n u � "�, �q m`ah $ e�4 y�y �y p,� �'" 'Fd:nc, 303- ,� "1837 F a x , �u. 03 4.4151 t,> Over 30 Year* & I /Z B Owtt H I' t 1 P N, i p 4C 1 P " u * [� 1 A.'� e ta 'v , a" Y,h Si 4 a �,. p � 7 , 4 vib 'bn y +mr ty 1tt"Aaw 4 's J i m , h 1 D ppp r { hm }� S "` 6 a � 0 ,. D as Copyright 2014 Reserved Valid only at 3370 Ward Rd I I 0 I R=1 rm LPM Mal I I Copyright 2014 Reserved 3370 Ward Rd Wheatridge Co 80033 Page 7 of 21 AESCoiar,' of eanmaitt# stu"aa &wn"w44 7373 S Dexter Way Centennial, Co 80122 vvwwaes-co.com 303-250-1837 structuresPaes-co,com 3370 Structural Calc • General Nii RMIMMIZOM Copyright 2014 Reserved 3370 Ward Rd Wheatridge Co 80033 Page 8 of 21 c 5q, &(Mlufting Stutctwud bt9iftez'Xing 7373 S Dexter Way Centennial, Co 80122 Phow 303-250-1837 U J I Email: structures0aes-co.com wmv.aes-co,corn Project Name: 3370 Ward Rd Wheatridge Co 80033 Project No: 14-424 Sheet No,: Of Calculated by: WC D Date: Checked by: Date: Live LoadinLs (IBC 2003) �eir%_Areas All other rooms 4( Psf Dead Loads (by weight) # Residential Floors 0 Residential Roofs Copyright 2014 Reserved Valid only at 3370 Ward Rd Copyright 2014 Reserved 3370 Ward Rd Wheatridge Co 80033 Page 9 of 21 m AAI 0 7373 S Dexter Way Centennial, Co 80122 Phone: 303-250-1837 Email: sliuctures@aes-co,com www,aes-co,corn Load Combinations Project Name: 3370 Ward Rd Wheatridge Co 80033 Project No: 14-424 Sheet No.: 011" Calculated by: WCD Date: Checked by. Date: Allowable Stress Deli 2.D+H+F+L+T 3. D+H+F+L+(LrorSorR) 4. D + H + F + 0,75(L + T) + 0,75(Lr or S or R) — 5 — . — D+ — fl+ F — +0.75 - (W -- ®r 0.7 0 + car — S - or — R) DEFLECTION LIMITS QBC - TABLE 1604.3) L S or W L - CONSTRUCTION Roof members _Q+ S U360 IJ360 tJ240 — §1taortingrn �n]Lst �rc ; flrn 0 U240 U1 80 0180 __ T 180 L/120 Floor members IJ3ht3 Exterior walls and interior P artitions: , With brittle finishes 11240 With flexible finishes U120 BUILDING DEPARTMENT CHECKLIST Code: 2006 IBC/IRC Edition: 22_1 7 e r_VVheatl2id e VVebsite Amendments Snow loading (Roof of Ground) 30 [ _Frost Depth 36" not alai icable Wind Speed (3s or FM) Not avolicable - no chin e,s Exposure Category B Other SOIL INFORMATION [ A:;I:�ab e bearing pre, ul or u d t n A u — n Ca Allowable s ac es. Copyright 2014 Reserved Valid only at 3370 Ward Rd /I Copyright 2014 Reserved 3370 Ward Rd Wheatridge Co 80033 Page 10 of 21 E "10' Project Name: 33 W 70 Ward Rd heatridge Co 80033 AS 0 Prcject Nw 14-424 ' 7373 S Dexter Way S hect No : ' Of Centennial, Co 80122 Calculated by: WCD Date. Phone: 303-250-1837 Checked by: Date: 1J-1 ErnaiLstructuresC&aes-co,com www,aes-co.com Man= Copyright 2014 Reserved Valid only at 3370 Ward Rd f'c at Max, water Max. Total air 28 days cement ratio Slump Content (p I +/ - I " +/-1 Steel ASTM Structural steel 50 ksi W-Shapes A992 36 ksi Rest A36 50 ksi If noted A572 Gr 50 Structural pipes 36 ksr A501 or A53 _s _§tru�ciuial — k , ,s 'T Te T or Sr Gr B �tbe �6_ i A 560 6i'B_ Wood Members I Sill Plates Hem-Fir Standard Grade or better _I o R Plates 3 ou la�, Fir ctr_ bqt 2x Hera—Fir #2 Studs SPF stud grade to S' -1 SPF #' 1 /#2 8'- 1 to 10'- 1 VersaLarn 28001 – Boise Cascade Connectors irn sop q Strome or better (all Designations are Simpson N� — boit,� _ A307, A36, 5 or similar Copyright 2014 Reserved Valid only at 3370 Ward Rd Attic Access: 22" X 30" Crawl Space Access: 18" X 24" Drywall: Screws: 12" on ceilings Nails: 7" on ceilings 16" on walls framed 16" on center 8" on walls 12" on walls framed 24" on center Snow Load: 30 Lbs. Sq. Ft. Wind Load: 100 MPH 3-second wind gust Exposure: C Seismic Zone: B Insulation: R -19 walls R-38 ceilings R- 19 crawlspaces Space Heating System — Replacements: Gas Furnaces 80% AFUE Gas Boilers 80% AFUE New Construction: Gas Furnaces 90% AFUE Gas Boilers 90% AFUE Ducts: Non-Conditioned Space R-5 Outside Building R-8 k n 111 i " ill 111 ill ill 1:11 11 'i'i li! il 1111 1111111111111 1 ill Ma i !I I iiii., R JULWIL'aufflKs Arc FGUE Required in Bedrooms Attic/Crawl Space Venting: I Sq. Ft. of vent per 150 Sq. Ft of space vented Vapor Barrier: Required under all stabs under habitable space 101021 1 ANT , Copy6ght 2014 Reserved Valid only at 3370 Ward Rd 11 1 1 11111111111 ligigil Copyright 2014 Reserved 3370 AES Colorado Ltd 7373 8 Dexter Way Centennial, CO 80122 303-250-1837 Fax 303-302-1688 3370 Ward Rd Wheatridge Co 80033 [on M Page 13 of 21 Job # 14A24 DM20251 Lr(0,271 R Span = 14-660 ft W8x15 Applied_L Service loads entered. Load Factors will be applied for calculations Uniform Load : D = 0.0150, Lr = OMO, S = 0,030 kst, Tributary Width =13.50 ft, (Roof Max. '-'Defl Location in Span Load Combination Max, '+" Deft Location in Span DESIGN SUMMARY 0,66 7.4103 Ho 1 0 1 0 0.090 Vertical Reactions - Unfactored Support notation - Far left is #1 Values in KIPS Maximum Sending Stress Ratio 0,668: 1 Maximurn Shear Stress Ratio = 0.156 : I Section used for this span W8X15 Section used for this span W8X1 5 Ma: Applied 16,320 k-ft Va : Applied 4.453 k Mn I Omega ; Allowable 24.431 k-ft Vn/Ornega : Allowable 23.612 k Load Combination +-D+S+H Load Combination +D+S+H Location of maximum on span 7330ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # I Span # where maximum occurs Span # I ZFEUMMOORAW Max Downward L+Lr+S Deflection 0.305 in Ratio= 577 Max Upward L+Lr4-S Deflection 0.000 in Ratio= 0 <240 Max Downward Total Deflection 0.660 in Ratio= 266 Max Upward Total Deflection 0.000 in Ratio= 0 <178 Load Combination Span Max. '-'Defl Location in Span Load Combination Max, '+" Deft Location in Span b+'Lr+S 1 0,66 7.4103 Ho 1 0 1 0 0.090 Vertical Reactions - Unfactored Support notation - Far left is #1 Values in KIPS Su part I Support 2 Overall - MAXimam 6,432 11 6,432 D Only 1,484 1.484 Lr Only 9.979 1,979 S Only 2.969 Z969 Lr+S 4,948 4.948 D+Lr 3.463 3,463 D+S 4,453 4.453 D+Lr+S 6.432 6,432 Copyright 2014 Reserved Valid only at 3370 Ward Rd AES Colorado Ltd 7373 S Dexter Way Centennial, CO 80122 303-250-1837 Fax 303-302-1688 UUMEM 17"W"U"0 D(0,2025) Lr(O.27) §jq,.4�05 0�2025) Lr(027) 5 (0,48 D 0,20251 Lr(0Z S (0,40 v L3 R)2025) Lr(0,27) S(0,405) Max, Dell Location in Span S Only 1,830 5 1gr, 7 3j ' 6Ttedition . .. . . . ........ 7x - 5 6 � e edition ion .. ... ..... .. .... . . ........ . ... n f 7x3-?/9t1573) 7x3 og(1 6th D+L+S 2 edition -5 edition 911 s.o Load Combination Span Max, " -°" Dell Location in Span Load Combination Max, Dell Location in Span S Only 1,830 015 5.163 0,0000 U00 D+L+S 2 0,0691 6,337 D+L+S -0,0094 0.939 D+L+S 3 0,0714 5.398 D+L+S 40065 10.796 D+L+S 4 0,2460 6.571 0,0000 10196 Vertical Reactions - nfactored Support notation Far left is #1 Values in KIPS Load Combination Support I Support 2 Support 3 Support 4 Support 5 'MAXimm O erif( u 5,916 1 11 17. 11 1 1 1 4 1 11 17 11 1 11 5.9 1 16 13.98 D Only 1.647 4,791 3.892 4,791 1 .647 L Only 2,440 7.097 5.766 7.097 2.440 Lr Only 1 .220 3,549 2,883 3,549 1.220 L+Lr 3.659 %646 6.650 10'646 3.659 S Only 1,830 5.323 4.325 5.323 1.830 L+S 4.269 12,420 10.091 12.420 4,269 Lr+S 3.050 CWlght 2014TWerved Vall(51*ily at 33 Ward Rd D+Lr 2.867 8,339 6.776 8.339 2,867 • Va : Applied 7.494 k Vn/Cimega: Allowable 25,20 k Load Combination +D+0,750L+01505 +H Location of maximum on span 11.500 ft Span # where maximum occurs Span At I +D+0.7501 +0.7505 +H 11.500ft Span # 1 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support I Support 2 Support 3 Support 4 Support 5 D+C 4,086 11.698 9,1569 11,888 4,686 D+L+Lr 5306 15.436 12,542 15,436 5.306 D+S 3,476 10.193 8,217 10,113 3.476 D+L+S 5,916 17.211 13,984 17.211 5,916 D+Lr+S 4,696 13,662 11.100 13,662 4,696 Copyright 2014 Reserved Valid only at 3370 Ward Rd Copyright 2014 Reserved 3370 Ward Rd Wheatridge Co 80033 Page 15 of 21 AES Colorado Ltd Title: Remodeling Job# 14-424 7373 3 Dexter Way Engineer WCD Centennial, CO 80122 Project Desc, 303-250-1837 Fax 303-302-1688 AES Colorado Ltd 7373 S Dexter Way Centennial, CO 80122 303-250-1837 Fax 303-302-1688 Title: Remodeling Engineer: WCD Project Desc.: Page 16 of 21 Job # 14-424 pnr�tod � , Apr, 2'P 1 4, 6 �51 RA CODE REFERENCES Calculations per RISC 360-05, IBC 2006, CBC 2007, ASCE 7-05 'M ellall properties -_1 11 1 Analysis Method: Allowable Strength Design Fy: Steel Yield: 36.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E: Modulus 29,000.0 ksi Bending Axis: Major Axis Bending Load Combination ASCE 7-05 Load Combination +D+0.750L+0.750S+H, LL Comb Run (LL*L) Load Combination +D+0,750L+0.750S+H, LL Comb Run (L*LL) Location • maximum on span 11.500ft Location of maximum • span 11,500 Span # where maximum occurs Span # I Span # where maximum occurs Span # 3 1 Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr4.S Deflection Max Downward Total Deflection Max Upward Total Deflection Overall Maximum Deflections - Unfactored Loads Load Combination Span Max.%'Defi Location in Span Load Combination Max. Deft Location in Span b+L +__ S_ 1 "0,3057 5,398 0.0000 1 0,000 D+L+Lr 2 0,1929 6,102 D4L+Lr 40771 1,878 D+L+Lr 3 0,2043 5.633 L+Lr -0.0292 11,031 D+L+Lr 4 0,2292 6.902 0,0000 11,031 Vertical Reactions - Unfactored Support notation Far left is #1 Values in KIPS Loadf 6omb S'uppo'rt I Support 2 S I upport 3 Support 1 4 Support 5 Overall , Wimu , in 6.259 "1 1 . 1,646 96,561 97.60 3'90 D Only 1.650 4,770 3,977 4,721 0.799 L Only, LL Comb Run (***L) -0,028 0.366 -0.665 4,048 2.689 L Only, U. Comb Run (**L*) 0.083 -0.499 3.549 3.382 -0305 L Only, LL Comb Run (**LL) 0.055 -0,333 2,883 7,430 2.384 L Only, LL Comb Run (*L**) -0,305 3.882 3.549 -0.499 0,083 L Only, LL Comb Run (*L*L) -0,333 3.549 2,883 3.549 2.172 L Only, U. Comb Run (*LL*) -0222 C jht 2014TWerved Va2ftily at 33=Ward Rd L Only, LL Comb Run (*LLL) -0250 3,050 6,432 6,931 2.467 *, r Vertical Reactions - Unfactored Support notation: Far left is #1 Values in KIPS Load Ctmbinatan „ Sup 1 S upport 2 Support 3 Support 4 Support 5 . Only, LL om!5 Run t ***) 2.689 4W 0.665 0.166 -0.628 L Only, LL Comb Run (L - L) 2.661 4114 °9.331 4214 2.661 L Only, LL Comb Run (L *L *) 2,772 3.549 2.663 1549 -0333 L Only, LL Comb Run (L *LL) 2.745 3.715 2.216 7.596 2,356 L Only, LL Comb Run (LL * *) 2,384 7,430 2.863 -4.333 U55 L Only, LL Comb Run (LL *L) 2.356 7.596 2.218 3.715 2,745 L Only, LL Comb Run (LLL *) 2,467 6.931 6.432 3.050 -0.250 L Only, LL Comb Run (LLLL) 2.440 7.097 5,766 7,097 2.440 Lr Only, LL Comb Run ( * * *L) -0,005 0.055 -0.299 1.921 0202 Lr Only, LL Comb Run ( * *L *) 0.042 -0.250 1174 9.699 -0152 Lr Only, LL Comb Run ( * *LL) 0.032 -0.195 1,555 1613 0.050 Lr Only, LL Comb Run ( *L * *) -0,152 1.691 9,774 -0,250 0,4142 Lr Only, LL Comb Run ( *L *L) - 0,1612 3746 9.555 1.672 0.244 Lr Only, LL Comb Run ( *LL *) -0,111 1442 1549 1.442 -0,111 Lr Only, LL Comb Rein ( *LLL) -0120 1.496 3329 3.353 0.091 Lr Only, LL Comb Run (L * * *) 1.345 2.024 0.333 0.083 -0.014 Lr Only, LL Comb Run (L * *L) 1.335 2.079 4552 2,005 0188 Lr Only, LL Comb Roan (L'L *) 1.386 1.774 1.442 1.774 -0.166 Lr Only, LL Comb Run (L.*LL) 1377 1.829 1.222 3.696 0.036 Lr Only, LL. Comb Run (LL * *) 1.192 3.715 1.442 -0.166 0,028 Lr Only, LL Comb Run (L L *L) 1183 3.770 1.222 1.755 0230 Lr Only, LL Comb Run (LLL *) 1234 1465 1296 1525 - 0.125 Lr Only, LL Comb Run (LLLL) 9225 1520 2,997 3446 0.077 L +Lr, LL Comb Run ( * * *L) -0.037 0,221 -0,885 5.969 2.891 L +Lr, LL Comb Run ( * *L') 0.125 -0745 5323 5.073 4457 L +Lr, LL Comb Run ( * *LL) 0,088 -0.527 4.438 91.042 2434 L +Lr, LL Comb Run ( *L' *) -0.457 5.073 5.323 -0,749 0,125 L +Lr, LL Comb Run ( *L *L) 4494 5294 4.438 5.221 3.016 L+Lr, LL Comb Run ( *LL *) -0.333 4.325 14.646 4.325 -0.333 L +L €, LL Comb Run ( *LLL) •0,370 4.546 9.761 10294 2.559 L +Lr, LL. Comb Run (L * * *) 4,034 6,071 -0.998 01.250 4042 L +Lr, LL Comb Run (L 3.997 6.293 -1.883 6.219 2.850 L +Lr, LL Comb Run (L *L *) 4.158 5.323 4.325 5323 4499 L +Lr, LL Comb Run (L *LL) 4.122 5.544 3.440 91.292 2.392 L +Lr, LL Comb Run (LL * ") 3.576 11.945 4.325 -0499 0,083 L +Lr, LL. Comb Run (LL *L) 1539 11.366 1440 5.474 2.974 L +Lr, LL Comb Run (LLL *) 3.709 10.396 9.648 4,574 •0.374 L +Lr, LL Comb Run (LLLL) 3.664 10.617 8.763 10,543 2.517 S Only 1.837 5281 4.493 5.184 0..118 L +S, LL Comb Run ( - *L) 1,809 5.447 3.828 9,232 2.807 L+ S, LL Comb Run ( *'L *) 1,920 4.782 8.042 8,566 -0.187 L +S, LL Comb Run (*'LL) 1.892 4.948 7.376 92.614 2.502 L +, LL Comb Run ('L * *) 3.532 8.663 8.042 4.685 4.201 L +S, LL. Comb Ruh ( *L *L) 1.504 8.829 7.376 8.733 2.890 L +, LL Comb Run ( *LL *) 1.615 8.164 11.590 8.067 -0104 L +S, LL Comb Run (*LLL) 1.587 8.330 10,925 12.115 2.585 L +S, LL Comb Run (L * * *) 4.526 9,328 3.828 5350 4.090 L +S, LL Comb Run (L * *L) 4.498 9.495 3163 9.398 2.779 L +S, LL Comb Run (L *L') 4.609 8.829 7.376 8.733 -0.295 L +S, LL Comb Run (L *LL) 081 8.996 6191 12380 2.474 L +S, LL Comb Run (LL * *) 4229 12.711 7.376 4.851 0.173 L +S, LL Comb Run (LL *L) 4.193 12.877 6.711 8,899 2.862 L +S, LL Comb Run (LLL.`) 4,304 92,292 14.925 8234 - 0.132 L +S, LL Comb Run (LLLL) 4.276 12.378 10260 92.289 2.557 Lr +S, LL Comb Run ( * *'L) 1.828 5,336 4.274 7.106 0.320 Lr +S, LL Comb Run ( * *L *) 1.878 5.031 6268 6.875 -0.035 Lr +S, LL Comb Run (` *LL) 1369 5.086 6.048 8397 0.167 Lr +S, LL Comb Run ( *L * *) 1.684 6.972 6.268 4.935 0.159 Lr +S, LL Comb Run ( *L`L) 1.675 7,027 6.048 6.856 11361 Lr +S, LL Comb Run ('LL *) 1.726 6.722 8.042 6.626 0.007 Lr +S, LL Comb Run ('LLL) 1717 6.777 7.823 8.547 0,209 Lr +S, LL Comb Run (L * * *) 3.181 7.305 4.161 5.267 0.104 Lr+ , LL Comb Run (L * *L) 3172 Cqp ` ht 2014 erved Val,gWly at 33 and Rd Lr +S, LL Comb Run (L *L *) 1223 7.055 5.935 6.958 -0.049 Vertical Reactions * Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Support 5 Lr +S, LL Comb Run (L *LL) 3214 7.110 5.716 8,880 0,153 Lr +S, LL Comb Run (LL *') 3.029 8.996 5,935 5.018 0,945 Lr +, LL Comb Run (LL *L) 3.020 9,050 5.716 5.939 0.347 Lr +S, LL Comb Run (LLL') 1070 8346 7.709 6109 -027 Lr +S, LL Comb Run (LLLL) 1061 8.801 7.490 8.630 0.195 D +Lr, LL Comb Run ( * *'L) 1.641 4.824 1757 8.643 0.993 D +Lr, LL Comb Run ( * *L') 1.692 4.520 5151 6.412 0.638 D +Lr, LL Comb Run ( * *LL) 1,683 4.575 5.532 8.334 0.840 D +Lr, LL Comb Run ( *L * *) 1.498 6.461 5,751 4.472 0.832 D +Lr, LL Comb Run ( *L *L) 1.489 6.515 5.532 6.393 1.034 D +Lr, LL Comb Run ( *LL *) 1.539 6.211 7,525 6163 0.680 D +Lr, LL Comb Run ( *LLL) 1,530 62665 7.306 8,084 0..882 D +Lr, LL Comb Run (L * * *) 2.995 6.793 3.644 4,804 0.777 D +Lr, LL Comb Run (L *'L) 2.986 6.848 3.425 6.726 0.979 D +Lr, LL Comb Run (L'L') 3.036 6.544 5.418 6.496 0.624 D +Lr, LL Comb Run (L *LL) 1027 6.599 5.199 8.417 0,826 +Lr, LL Comb Run (LL * *) 2.842 8.484 5.418 4.555 0.818 D +Lr, LL Comb Run (LL'L) 2.833 8.539 5.199 6.476 1,021 D +Lr, LL Comb Run (LLL *) 2.884 8,235 7.192 6.246 0.666 D +Lr, LL Comb Run (LLLL) 2.875 8290 6,973 8.167 0.868 D +L, LL Comb Run ( * * *L) 1.623 4.936 3,311 8,769 1480 D +L, LL Comb Run ( *'L') 1.733 4.270 7.525 8,103 0.486 D +L, LL Comb Run ( * *LL) 1.706 4.437 6.860 12.151 3.175 D +L, LL Comb Run ('L' *) 1345 8,152 7,525 4.222 0,874 D +L, LL Comb Run ('L *L) 1318 8.318 6.860 8270 1563 D +L„ LL Comb Run ( *LL *) 1:428 7,653 11.074 7.604 0.569 DA, LL Comb Run ('LLL) 1.401 7,819 10.408 11.652 3.258 D +L, LL Comb Run (L * *') 4.339 8.817 3.311 4,888 0163 D +L, LL Comb Run (L * *L) 4.312 8.983 2.646 8.935 3.452 D +L, LL Comb Run (L *) 4.423 8.318 6.860 8270 0.458 D +L, LL Comb Run (L *LL) 4,395 8.484 5,194 12.317 3.147 D +L, LL Comb Run (LL * *) 4.034 12.199 6.860 4.389 0.846 D +L LL Comb Run (LL *L) 4.007 12,366 6,194 8.436 3,535 D +L, LL Comb Run (LLL *) 4.118 11.700 10.408 7.771 0.541 D +L, LL Comb Run (LLLL) 4,090 11.867 9143 11..818 3,230 D +L +Lr, LL Comb Run ( - L) 1,613 4.991 3.092 10.690 1682 D +L +Lr, LL Comb Run ( * *L *) 1.775 4,021 9,299 9.795 0333 D +L +Lr, LL Comb Run ( * *LL) 1,738 4,242 8.415 15.764 3,224 D +L +Lr, LL Comb Run ('L' *) 1.193 9.843 9,299 3,973 0.915 D +L +Lr, LL Comb Run ( *L *L) 1.156 10.064 8.415 9.942 1807 D +L +Lr, LL comb Run ('LL *) 1.318 9.094 14.622 9.046 0,458 D +L +Lr, LL Comb Run ( *LLL) 1.281 9.315 13.738 15.015 3.349 D +L +Lr, LL Comb Run (L * * *) 5.684 10.841 2.979 071 0349 D +L +Lr, LL Comb Run (L * *L) 5.647 11.062 2,094 10.940 3.640 D +L +Lr, LL Comb Run (L *L *) 5.809 10.092 8301 10.044 0292 D +L +Lr, LL Comb Run (L *LL) 5172 10.314 7.417 16.013 3,183 D +L +Lr, LL Comb Run (LL *') 5,227 15.914 8.301 4,2222 0.874 D +L +Lr, LL Comb Run (LL *L) 5190 16.135 7.417 90.191 1765 D +L +Lr, LL Comb Run (LLL *) 5351 15.166 13,624 9.296 0.416 D +L +Lr, LL Comb Run (LLLL) 5.314 15387 12.740 15,265 3.308 D +S 3.487 10,050 8.470 9.905 0.908 D +L +S, LL Comb Run ( * *' '1) 3.459 10217 7,804 13,953 3.597 D +L +S, LL Comb Run ( -L') 3.570 9.551 12.018 11288 0.603 D +L +S, LL Comb Run ( * *LL) 1542 9.718 11353 17.335 1292 D +L +S, LL Comb Run ('L * *) 3182 13.432 12.018 9,406 0,991 D +L +S, LL Comb Run ( *L *L) 1154 13.599 11,353 13.454 3.681 D +L +S, LL Comb Run ('LL *) 3.265 12.933 15.567 12,789 0,686 D +L +S, LL Comb Run ( *LLL) 1238 13.100 14.902 16.836 3.376 D +L +S, LL Comb Run (L * * *) 6176 14.098 7.804 10.072 0,881 D +L +, LL Comb Run (L' *L) 6,148 14264 7.139 14.119 3.570 D +L +S, LL Comb Run (L *L *) 8259 13,599 11353 13,454 0.576 D +L +S, LL Comb Run (L *LL) 6.232 13765 10.688 17.502 3.265 D +L+ , LL Comb Run (LL' *) 5.871 Cqp4lipht 2014l rvod V rly at 3 and Rd D +L +S, LL Comb Run (LL *L) 5343 17.646 1 0.688 13.620 3.653 Copyright 2014 Reserved 3370 Ward Rd Wheatridge Co 80033 Page 19 of 21 A Colorado Ltd Title : Remodeling Job# 144424 7373 Dexter Way Engineer: WCD Centennial, CO 80122 Project esc.: 303-250-1837 Fax 303-302-1688 www AFR4n rnm 20A, Description : Basement Beam BSouth - Redistrubeted Vertical Reactions - Unf actor ed Support notation Far left is #1 Values in KIPS Load Combination Support I Support 2 Support 3 Support 4 Support 5 b4t+B' LL Comb Run AO 16.981 1 1 1 14.90 1 2 12,955 0.659 D+L+S, LL Comb Run (LLLL) 5.927 17.147 14,236 17,003 3.348 D+Lr+S, LL Comb Run (***L) 3,478 10,105 8,251 11,827 1.110 D+Lr+S, LL Comb Run ( * * 'L*) 3,529 9,801 10,244 11,596 0,756 D+Lr+S, LL Comb Run (**LL) 3.519 9.856 10,025 13,518 0.958 D+Lr+S, LL Comb Run (*L 3,335 11,741 10,244 9,656 0,950 D+Lr+S, LL Comb Run (*L*L) 3,325 11.796 10,025 11,577 1.152 D+Lr+S, LL Comb Run (U 3.376 11,492 12,018 11,347 13.797 D+Lr+S, LL Comb Run CLLL) 3367 11.547 11,799 13.268 0 999 D+Lr+S, LL Comb Run (L***) 4.832 12,074 8,137 9.989 0.894 D+Lr+S, LL Comb Run (L 4,822 12,129 7.918 11.910 1.096 D+Lr+S, LL Comb Run (L*L*) 4.873 13.825 9,911 11,680 0.742 D+Lr+S, LL Comb Run (L*LL) 4.864 11,879 9,692 13,601 0,94 D+Lr+$, LL Comb Run (LL**) 4.679 13,765 9,911 9.739 0,936 D+Lr+S, LL Comb Ran (LL*L) 4,670 13.820 9.692 11,661 1.138 D+Lr+S, LL Comb Run (LLL*) 4,721 13.516 11,686 11,430 0.783 D+Lr+S, LL Comb Run (LLLL) 4,712 13.570 11,466 13,352 0,986 Copyright 2014 Reserved Valid only at 3370 Ward Rd AES Colorado Ltd 7373 8 Dexter Way Centennial, CO 80122 303-250-1837 Fax 303-302-1688 3370 Ward Rd Wheatridge Co 80033 Title: Remodeling Engineer: WCD Project Desc,: N A PIRX 6�'!N'A Load Combination +D+0,750L+0,7505+H, LL Comb Run (*L) Load Combination +D+0,750L+0,7505 +H, LL Comb Run (LL) Location of maximum on span 5.485ft Location of maximum on span 11,500 ft Span # where maximum occurs Span # 2 Span # where maximum occurs Span # I Maximum Deflection -0,1339 T077 D+L+S Max Downward L+Lr+S Deflection 0,275 in Ratio 500 Max Upward L+Lr+S Deflection -0,117 in Ratio = 1,177 Max Downward Total Deflection 0,392 in Ratio - 352 Max Upward Total Deflection - 0.1 34 in Ratio = 1031 • "OEM Load Combination Span Max, "-" Dell Location in Span Load Combination Max, '+" Dell Location in Span - f €7. 9441 5.4$5 b+L+t -0,1339 T077 D+L+S 2 03923 6,015 HOW 7.077 Vertical Reactions - Unfactored Support notation: Far left is #1 Values in KIPS Load Combinatson Support 1 pp on 2 Supper t 3 6v6ralfm mu " 44 ... ... . 5.707 D Only 0,466 4,076 1.640 L Only, LL Comb Run (*L) -0,444 4.297 2,941 L Only, LL Comb Run (L*) 2,717 3,881 -0,388 L Only, LL Comb Run (LL) 2.273 8.378 2.553 Lr Only, U. Comb Run (*L) -0,186 1,395 0,751 Lr Only, LL Comb Run (L*) Lr Only, LL Comb Run (LL) -0,186 1.395 0,751 L+Lr, U. Comb Run (1) -0.630 5.692 3.692 L+Lr, U. Comb Run (L*) 2.717 3.881 -0,388 L+Lr, U. Comb Run (LL) 2.487 9.573 3.304 S Only 4279 2,092 1,127 L+S, LL Canto Run (*L) -0,723 6.389 4,068 L+S, U. Comb Run (L*) 2,438 5.973 0.739 L+S, U. Comb Run (U-) 1,994 C ht 2014Ft%erved Valid only at 3370 Ward Rd Lr+S, LL Comb Run (*L) -0,465 3.487 1378 �� ;a 7x3-5/8(15,3) 5th edition 7x3-518(15.3) 5th edition wMMMUMUMMM AES Colorado Ltd 7373 S Dexter Way Centennial, CO 80122 303-250-1837 Fax 303-302-1688 3370 Ward Rd Wheatridge Co 80033 IM- Page 21 of 21 Job # 14424 Vertical Reactions • Unfactored Support notation Far left is #1 Values in KIPS Load Combination Support I Support 2 So I pport 3 Li+S, LL Comb Run (L') 0,279 2,092 1,127 Lr+S, LL Comb Run (LL) -0,465 3.487 9.878 D+Lr, LL Comb Run ('L) 0,280 5.470 2.391 D+Lr, LL Comb Run (L*) 0A66 4,076 1.840 D+Lr, LL Comb Run (LL) 4.280 5.470 2,391 D+L, LL Comb Run (1) 0,022 8,373 4.580 D+L, LL Comb Run (L*) 3.182 7.957 1.252 D+L, LL Comb Run (LL) 2,739 92.254 4.192 D+L+Lr, LL Comb Run (*L) -0.164 9,767 5,332 D+L+Lr, LL Comb Run (L') 3.982 7,957 1.252 D+L+Lr, LL Comb Run (LL) 2,553 13.549 4.944 D+S 0.186 6,168 2,767 D+L+S, LL Comb Run (1) -0.257 10,465 5.707 D+L+S, LL Comb Run (L*) 2S03 M049 2,379 D+L+S, LL Comb Run (LL) 2,460 14,346 5,319 D+Lr+S, LL Comb Run (1) 0,000 7.563 3.518 D+Lr+S, LL Comb Run (L*) 0,186 6,168 2.767 D+Lr+S, LL Comb Run (LL) 0,000 7,563 3..518 Copyright 2014 Reserved Valid only at 3370 Ward Rd INSPECTION RECORD, OacunancvlTVDe "V 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. r- Electrical 5 �� - uK 2al / D(_ INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons - Roof Stemwall / (CEG) Concrete Encased Ground - Reinforcing or Monolithic Building Final Weatherproof / French Drain Fire Department Sewer Service Lines R.O.W & Drainage Water Service Lines Parking & Landscaping 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 /Wall tie Mid -Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical - Roof n 1) A 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 OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office - (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: t �� /W tt� Job.Address /Permit Number: 3 y() f,Ver�111 A"(91 7 i I A ❑ No one available for inspection: Time '.e `) AMto r , Re- Inspection required: Yes No When corrections have been made, call for re- inspection at 303 - 234 -5933 r f Date: ' f ' [; Inspector: 0 ,r, r <' hP . "Xf DO NOT REMOVE THIS NOTICE ♦~A♦ ~ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303)1235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Prnh Job Address/Permit Number: ~33W) &)',,',,10U700,?3qS it r ti e ❑ No one available for inspection: Time 1~~In AM/ i a <:1 Re-Inspection required: Yes ` When corrections have been made, call for re-inspection at 303 3~ 45933 j Date: n?-(~ Inspector: ,P: DO NOT REMOVE THIS NOTICE City of Wheat Ridge .rte Residential Roofing PERMIT - 092393 PERMIT NO: °092393 .'ISSUED:` 09/15/2009 JOB ADDRESS:. 3370 WARD RD EXPIRES.: 03/14/2010 DESCRIPTION: Reroof 42 sqs CONTACTS owner 303/741-5050 Anthony Corbetta sub 303./403-830.3 Eugene Brown 06-0182 Premier Seamless Gutters, Inc. -PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: 0695 BLOCK/LOT#: 0/,. FEE SUMMARY ESTIMATED PROJECT VALUATION: 9,550.95 FEES Permit Fee 235.70 Total Valuation : ,00 .rJGC`' n~fg Y Use Tax 171.92 TOTAL 407.62 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 lshield 'required from save 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 appli Seat Ridge Ordi ances, for wo k under. this permi Plans subject to field inspection. 6-1 C~m~Q~ I S I,~ Signature f contractoD-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 any other applicable ordinances of the City. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official'. 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,' No work of any manner shall be done'. that will change the natural flow of water causing aYdrainage 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.` 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, y violation of the. provisions of the building codes or any other ordinance, law, rule or regulation All plan ev w subject to field' inspections. A ignature Ch Building Official date NSPEC ON REQUEST LINE: (303.)234-5933 BUILDING' OFFICE: `(303)235 2855 EQUESTS MUST BE MADE. BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING.' BUSINESS DAY. v 4 City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Property Address: Property Owner (plea Mailing Address: (if different than property address) Address: 3_:-Tl b UAIA&~~A Date: Plan Permit City, State, zip: 0-)"cs_` 0(7,c, Cb Contractor: PL mi r e D m )esS Lt +a' Contractor License I LDDI 0 a Phone: 2J~~ IVaJ'~ Sub Contractors: Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ _ Description of work: (as calculated per the Building Valuation Data sheet) ~4-r-' Plan Review (due at time of submittal): $ ~ w s cr-;u I i VlY AQuti Sq. Ft./L.Ft added: Squares BTU's 0 Gallons Amps PRINT NAME: .J-1- :Dal UL~- SIGNATURE. , X I~~ -r) 4 Building Permit Application 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 Whe dinances, for work under this permit. Plans subje "nspection. - C/RLCEONE:: (OWNEFIJ (CONTRACTOR) for PERSONAL REPRE ENTATIVE~~ o'f'',,,,!((((!D))W NTRATOR)