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Home My WebLink About4555 Flower StreetCITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office Inspection Type: Job Address: Permit Number: I.J No one available for inspection: Time j 1',1_A,_,.AM/PM Re -Inspection required: Yes No-- . __N) When corrections have been made, schedule for re -inspection online at: h Up Ylwww. ci. wheatridge. co. u_%41nspecfi6i1\.,,, Date:' -4 19�1 43- Inspector: DO NOT REWA� THIS NOTICE ® CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:, Job Address: Permit Number: zc, 'we 1 j ❑ No one available for inspection: Time AM/PM Re -Inspection required: No When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatridge.co.uslinspection '�i Date `_Inspector �' 3 DO NOT REMGVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE r Inspection Type: Job Address: Permit Number: C? S ❑ No one available for inspection: Time ' AM/PM Re -Inspection required: Yes No, When corrections have been made, schedule for re -inspection online at: httpYlwww. ci. wheatridge. co. ushnspection Date:`'{` Inspector: y `ADO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:��``� Job Address: Permit Number: �ZfE) tnc) E22�-Q ❑ No one available for inspection: Time�`J�M Re -Inspection required: Yes(l:) When corrections have been made, schedule for re -inspection online at; http✓/www.ci. wheatridge.co,uslinspectip—n—') /-� Date t I4 City of Wheat Ridge Residential Patio Cover PERMIT - 202000509 PERMIT NO: 202000509 ISSUED: 03/05/2020 JOB ADDRESS: 4555 Flower St EXPIRES: 03/05/2021 JOB DESCRIPTION: Replace Patio Cover, like for like - 234 sq ft total **REVISION: Electrical service change 100 AMPS in house, new meter housing and riser, existing panel to remain. Added valuation: $1250 *** CONTACTS *** OWNER (818)429-3095 TOLNAY MERI KATHERINE GC (303)945-1519 MATTHEW SEILER 180220 SEILER CONSTRUCTION SUB (720)364-1895 DARIC PULLUM 022396 D -LIGHT ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,750.00 FEES Total Valuation 0.00 Plan Review Fee 132.80 Use Tax 225.75 Permit Fee 220.15 ** TOTAL ** 578.70 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge Residential Patio Cover PERMIT - 202000509 PERMIT NO: 202000509 ISSUED: 03/05/2020 JOB ADDRESS: 4555 Flower St EXPIRES: 03/05/2021 JOB DESCRIPTION: Replace Patio Cover, like for like - 234 sq ft total **REVISION: Electrical service change 100 AMPs in house, new meter housing and riser, existing panel to remain. Added valuation: $1250 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 legally authorized to include alI entities named within this document as partes 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 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 androcedures 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 changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or grantin a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicaco or any n nce or regulation of this jurisdiction. Approval of work is subject to fie ble ld inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Kidgp V1/09/2020 O7:51 CD88 R"lacePato Cmer, G0B022789 AMOUNT 8PSP 4555 Flower St 42.10 APPL/PERMlT NO: 202000509 PAYMENT RECEIVED PP / 3356 AUTH COD[: 7J601606 TOTAL AMOUNT 42.10 41110 Dina Kemp dev b b () S-0 9 From: no-reply@ci.wheatridge.co.us Sent: Wednesday, April 8, 2020 8:09 PM To: CommDev Permits Subject: Online Form Submittal: Electrical Service Change/Upgrade Permit Application Electrical Service Change/Upgrade Permit Application This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE CHANGE OR UPGRADE (200 amps or less). YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. 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. Is this application for Yes electrical service change or upgrade - 200 amps or less? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Attach City of Wheat Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** 4555 Flower st unknown 7203641895 wheatridge ccard.pdf CONTRACTOR INFORMATION Contractor Business D -Light Electric Name Contractor's License 022396 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-364-1895 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address dlightelectric@gmail.com Retype Contractor Email Address DESCRIPTION OF WORK Is this an electrical service upgrade or change? Number of Amps Location of upgrade/change (garage, house, etc) dlightelectric@gmail.com Change 100 house Provide additional details, new meter housing and riser, existing panel to remain if needed. Project Value (contract 750 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 been Yes authorized by the legal 2 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 Daric Eugene Pullum Permit Email not displaying correctly? View it in your browser. CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office Inspection Type: Job Address: Permit Number: I.J No one available for inspection: Time j 1',1_A,_,.AM/PM Re -Inspection required: Yes No-- . __N) When corrections have been made, schedule for re -inspection online at: h Up Ylwww. ci. wheatridge. co. u_%41nspecfi6i1\.,,, Date:' -4 19�1 43- Inspector: DO NOT REWA� THIS NOTICE ® CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:, Job Address: Permit Number: zc, 'we 1 j ❑ No one available for inspection: Time AM/PM Re -Inspection required: No When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatridge.co.uslinspection '�i Date `_Inspector �' 3 DO NOT REMGVE THIS NOTICE City of Wh6at I�idge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM I Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: "; cz>- a 12f' Company Name: 1 �! C,3 �'�C �r) i —Contact Phone #: %5 Wheat Ridge Contractor��1� State License #: Master License #: �Z3 'V)C",;,U�C71l(,, Printed Name of 7,,, o ' Agent Signature of Authbiiza Agent Z4 -/� Date i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: ` 4- w e f s �� Permit Number: i (_. "'iQla iii � i •-� „� -1 ,�'� � ( :t_ CrtrS ❑ No one available for inspection: Time r. j; e AM/PM Re -Inspection required: *esf No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date: T 2 ! *11, Z" Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes ,No i j When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usfinspection Date: _ f Inspector: � DO NOT REMOVE THIS NOTICE ��':�-s J�--9()U-)CK s+- 5 CONSULTING E ENGINEERS 387 CORONA STREET #534 1 DENVER, CO 80218 1 PH: 303-279-4663 March 24, 2020 Mr. Chris Palecki Re: Property at 4555 Flower St Dear Mr. Palecki: In accordance with your request, HIE has provided the following letter regarding the proposed revised bearing condition of the beam associated with the new patio cover located at the rear patio of the above property. This letter does not pertain to any other component or system of the property. The bearing of the beam end is to be revised to be a triple 2x4 stud pack located directly beneath the beam, with the stud pack placed in the cavity of of the existing exterior wall framing. This condition is in lieu of the shelf angle shown in the original submittal. The existing foundation is adequate to support the added loading. If any questions arise during construction, or conditions that differ from those that were visible at the time of the review are encountered, the engineer needs to be contacted immediately prior to continuing work. All dimensions are approximate and need to be confirmed prior to the start of work. When l can be of further assistance, please contact my office. Prepared by: RADO L/�£ O iy G��'ti�' A' •��l'.�FO :4 ,A4P0 �? L Michael Kolesar, P.E. Structural Engineer Page 1 Inspection Type: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Job Address: ) U w ( - 'C' V_ Permit Number: c) C L f J No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://Www.cLwheatridge.co.uslinspection Date: - I Inspector DO NOT REMOVE THIS NOTICE It, � I i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office 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, schedule for re -inspection online at: http://www.ci. wheatridge.co. uslinspection Date: = - - Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Patio Cover PERMIT - 202000509 PERMIT NO: 202000509 ISSUED: 03/05/2020 ,JOB ADDRESS: 4555 Flower St EXPIRES: 03/05/2021 JOB DESCRIPTION: Replace Patio Cover„ like for like - 234 sq ft total *** CONTACTS *** OWNER (818)429-3095 TOLNAY MERI KATHERINE GC (303)945-1519 MATTHEW SEILER 180220 SEILER CONSTRUCTION *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,500.00 FEES Total Valuation 0.00 Plan Review Fee 132.80 Use Tax 199.50 Permit Fee 204.30 ** TOTAL ** 536.60 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be per 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 erm t I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and tljat all work e performed is disclosed in this document and/or its' accompanying approved plans and specifications. ,3 Signature of OWNER or CONTRACTOR rircle one) Date I . This permit was issued based on t Fe m ormation 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 Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all re uired 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 granti f a permits 1 not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or an or ina ce or re ation 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. City of V`! heat jd e COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(aki.wheatridge.co.us FOR OFFICE USE ONLY Date: yla� Plan/Permit #� I y�/�( '0q 0(0 \�� Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 4'1� 5_5 /0 Z('!Ji- Property Owner Property Owner Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zi Phone: Arch itect/Eng linger: 1 su e✓ Architect/Engineer E-mail: U k7'-,- Ce . OM Phone: 30 S, " 7> �` (� U I� Contractor Name: ; ,� e, n S r C//- 't 10!�] City of Wheat Ridge License #: 7� (� c� �� Phone: Contractor E-mail Address:��.5-e ie or (2 /^1-_ yt ewa ( Cfi 60 V`aCtO (;0 r_' For Plan Review Questions & Comments (please print): .. I f CONTACT NAME (please print): CONTACT EMAIL(p/ease print): 95 Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL PRESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. R1� � d Cover Sq. FULF Amps 3 BTUs _ Squares For Solar: Gallons KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWN9R/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 applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) orIr-7 D REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): O //.�y�2(// _ DATE: Printed Name: / �-. L✓ v (2 ZONING COMMMENTS: Reviewer: DEPARTMENT USE ONLY P OCCUPANCY CLASSIFICATION: BUILDING DE PA ENT OMME TS: Reviewer: 3 1.51 z�zJ PUBLIC WORKS COMMENTS: Reviewer: CONSTRUCTION TYPE:, Building Division Valuation: HIE CONSULTING ENGINEERS 010Q)6Cq 9/e;/00'V Structural Calculations for: 4555 FLOWER Wheat Ridge, Colorado 3_ 4(-ZO 387 Corona Street, Suite 534, Denver, Colorado 80218 www.hie-ce.com t *I PHONE 303(79-}b6 3151z��' Beam: M1,or 4410� 440100 AWC NDS -18: ASD Code Check Max Bending Check 0.628 (LC N)ax Shear Check 0.196 (y) (LC 3lylax Defl Ratio L/263 Location 9.75 ft Location 0 ft Location 9.75 ft Equation 3.9-3 Span 1 CD 1.6 RB 3.411 CL .998 CV 1 Cr 1 Cfu 1 CP .596 Kf .6 ksi Cm Ct CF y -y z -z Fc' Lb 1 ft 1.33 ft Ft' le/d 3.429 1.343 Fb1' Sway No No Fb2' Le -Bending Top 1 ft FV Le -Bending Bot 19.5 ft E' 2.395 1 1 Shape: 2-1.75X11.88FS 2.488 1.936 at 9.75 ft Material: LVL_Microlam_1.9E... 1 4.151 Length: 19.5 ft Dy in 1 I Joint: N1 1 1 J Joint: N2 .456 1 Envelope Code Check: 0.628 (LG 3) -.901 at 9.75 ft pz in � Report Based On 97 Sections 1 2.478 at 0 ft .468 at 19.5 ft A Vz k k Vy k -.468 at 0 ft -2.478 at 19.5 ft Mz k -ft MY k -ft T -- k -ft -2.281 at 9.75 ft -12.078 at 9.75 ft 1.76 at 9.75 ft fa ksi f(y) ksi 1.129 at 9.75 ft f(z) ksi -1.76 at 9.75 ft -1.129 at 9.75 ft I 2.395 1 1 1 2.488 1 1 1 4.151 1 1 1 4.16 1 1 1 .456 1 1 1900 1 1 Column: N12 Shape: 4X4 Material: DF Length: 8 ft AWC NDS -18: ASD Code Check Max Bending Check 0.319 (LC 3) Max Shear Check 0.000 (z) (LC 5) Location 8 ft Location 0 ft Equation 3.6.3 Max Defl Ratio L/0 CD 1.6 RB 5.237 CL 1 Cr 1 Cfu 1 CP .232 ksi Cm Ct CF y -y z -z Fc' Lb 8 f 8 f Ft' le/d 27.429 27.429 Fb1' Sway No No Fb2' Le -Bending Top 8 ft FV Le -Bending Bot 8 ft E' I Joint: N1 Dy in Dz in J Joint: N3 Envelope Code Check: 0.319 (LC 3) Report Based On 97 Sections 3 2.501 at 8ft VY .64 1 1 1.15 1.62 1 1 1.5 2.4 1 1 1.5 2.4 1 1 1.5 .288 1 1 1700 1 1 � k Vz k I A k .732 at 0 ft T k Mz -ft k -ft My - k -ft 9 .204 at 8ft f(y) f(z) ksi ksi fa ksi .06 at 0 ft i .64 1 1 1.15 1.62 1 1 1.5 2.4 1 1 1.5 2.4 1 1 1.5 .288 1 1 1700 1 1 Company February 18, 2020 Designer Job Number : Footing 1 - R3D_N2 Checked By: Sketch .333 ft x $ A ¢- B o1 IMMANAM f 17- D C 2 f Details x B 11 1 • s • #6@10 in N Z A r4 D #6@10 in D C 2 f x Dir. Steel: 1.33 int (3 #6) z Dir. Steel: 1.33 int (3 #6) Bottom Rebar Plan Footing Elevation C 12 in r; Pedestal Rebar Plan 0#6 c N ri RISAFoundation Version 12.0.0[CA ... \...\...\...\...\...\...\...\... \beam and columns.r3d] Page 1 Company February 18, 2020 Designer Job Number : Footing 1 - R3D_N2 Checked By: Geometrv. Materials and Criteria Length :2 ft eX :6 in Gross Allow. Bearing :3 ksf (gross) Steel fy .60 ksi Width :2 ft eZ :2 in Concrete Weight :.145 k/ft^3 Minimum Steel :.0018 Thickness :12 in pX :12 in Concrete f'c :3 ksi Maximum Steel :.0075 Height :0 in pZ :12 in Design Code : ACI 318-14 Rot. Angle :0 deg Footing Top Bar Cover :1.5 in Overturning / Sliding SF :1 Phi for Flexure :0.9 Footing Bottom Bar Cover :1.5 in Coefficient of Friction . 0.3 Phi for Shear : 0.75 Pedestal Longitudinal Bar Cover :1.5 in Passive Resistance of Soil : 0 k Phi for Bearing . 0.65 Loads P (k) Vx (k) Vz (k) Mx (k -ft) Mz (k -ft) Overburden (ksf) DL 1.244 .1 W L -.78 SL 1.677 +p +Vx+Vz _ �+Mx�� +Mz +Over A D D C D C A D Soil Bearing Description Categories and Factors Gross Allow.(ksf) Max Bearing (ksf) Max/Allowable Ratio Service 1 DL+1 LL+1 HL 3 1 1.178 A .393 A B D C 1 DL+1 LL+1 HL QA: 1.178 ksf QB: .867 ksf QC: 0 ksf QD: .245 ksf NAZ:90.704 in NAX:30.292 in RISAFoundation Version 12.0.0 [C:\ ... \ ... \... \... \... \... \... \... \... \beam and columns.r3d] Page 2 Company February 18, 2020 Designer Job Number : Footing 1 - R3D_N2 Checked By: Footina Flexure Desian (Bottom Bars As -min x-dir (Top Flexure): .518 in^2 As -min x-dir (T & S):.518 in"2 As -min z-dir (Top Flexure), .518 in^2 As -min z-dir (T & S):.518 in^2 As -min x-dir (Bot Flexure). .518 in^2 0 1.325 As -min z-dir (Bot Flexure): .518 in^2 .00218 .12 .003 z -Dir As z -Dir As x -Dir As x -Dir As Mu-xx Mu-xx Required Provided Mu-zz Mu-zz Required Provided Descrintion Cnteaories and Fartnrs l dC Max (k -ft) (in^91 (in^9) I V, RAPY (k -ft) (inA?) (inA)\ Strength 1.2DL+1.6LL+1.6HL .00187 .1 .002 1.325 0 0 0 1.325 IBC 16-1 1.4DL .00218 .12 .003 1.325 0 0 0 1.325 IBC 16-2 a.. 1.2DL+1.6LL+1.6LL.. .00187 .1 .002 1.325 0 0 0 1.325 IBC 16-2 b.. 1.2DL+1.6LL+1.6LL.. .00296 .16 .004 1.325 .00008 0 0 1.325 IBC 16-2 c.. 1.2DL+1.6LL+1.6LL.. .00187 .1 .002 1.325 0 0 0 1.325 IBC 16-3 a.. 1.2DL+1.6RLL+1.6H.. .00187 .1 .002 1.325 0 0 0 1.325 IBC 16-3 b.. 1.2DL+1.6RLL+1.6H.. .00373 .2 .005 1.325 0 0 0 1.325 IBC 16-3 c.. 1.2DL+1.6SL+1.6SL.. .00534 .29 .007 1.325 .00047 .03 0 1.325 IBC 16-3 d.. 1.2DL+1.6SL+1.6SL.. .00711 .39 .009 1.325 .00025 .01 0 1.325 IBC 16-3 e.. .2DL+1.6RL+1.6HL.. .00187 .1 .002 1.325 0 0 0 1.325 IBC 16-3 f.. 1.2DL+1.6RL+1.6HL.. .00373 .2 .005 1.325 0 0 0 1.325 IBC 16-4 a.. 1.2DL+1 WL+.5LL+1.. .00564 .31 .007 1.325 .00008 0 0 1.325 IBC 16-4 b.. 1.2DL+1 WL+.5LL+1.. .00667 .36 .008 1.325 .00008 0 0 1.325 IBC 16-4 c.. 1.2DL+1WL+.5LL+1.. .00564 .31 .007 1.325 .00008 0 0 1.325 IBC 16-6 .9DL+1WL+1.6HL .00525 .28 .006 1.325 .00017 0 0 1.325 Footing Flexure Design (Top Bars) Description Cate ories and Factors Mu-xx (k -ft) z Dir As (in Z) Mu-zz (k -ft) x Dir As (int ) SW+OB 1SW+1OB- IBC 16-6,IBC 16-6 .012 0 .015 0 Moment Capacity of Plain Concrete Section Along xx and zz= 5.477k-ft,5.477k-ft Per Chapter 22 of ACI 318. Footing Shear Check Two Way (Punching) Vc: NA One Way (x Dir. Cut) Vc 25.633 k One Way (z Dir. Cut) Vc: 25.633 k Punching x Dir. Cut z Dir. Cut Description Categories and Factors Vu(k) Vu!osVc Vu(k) Vu/CNr. Vu(k1 Vi i(rAir Strength 1.2DL+1.6LL+1.6HL NA NA .001 0 .05 .003 IBC 16-1 1.4DL NA NA .001 0 .058 .003 IBC 16-2 a 1.2DL+1.6LL+1.6LLS+1.6H.. NA NA .001 0 .05 .003 IBC 16-2 b 1.2DL+1.6LL+1.6LLS+1.6H.. NA NA .002 0 .067 .003 IBC 16-2 c 1.2DL+1.6LL+1.6LLS+1.6H.. NA NA .001 0 .05 .003 IBC 16-3 a 1.2DL+1.6RLL+1.6HL+.5L.. NA NA .001 0 .05 .003 IBC 16-3 b 1.2DL+1.6RLL+1.6HL+.5W.. NA NA .000958 0 .05 .003 IBC 16-3 c 1.2DL+1.6SL+1.6SLN+1.6H.. NA NA .003 0 .085 .004 IBC 16-3 d 1.2DL+1.6SL+1.6SLN+1.6H.. NA NA .003 0 .103 .005 IBC 16-3 a 1.2DL+1.6RL+1.6HL+.5LL.. NA NA .001 0 .05 .003 IBC 16-3 1.2DL+1.6RL+1.6HL+.5WL NA NA .000958 0 .05 .003 IBC 16-4 a 1.2DL+1 WL+.5LL+1 LLS+1... NA NA .002 0 .041 .002 IBC 16-4 b 1.2DL+1 WL+.5LL+1 LLS+1... NA NA .002 0 .067 .003 IBC 16-4 c 1.2DL+1 WL+.5LL+1 LLS+1... NA NA .002 0 .041 .002 IBC 16-6 .9DL+1WL+1.6HL NA NA .001 0 .024 .001 RISAFoundation Version 12.0.0 [C:\ ... \...1...\...1...\...1...\...\... \beam and columns.r3d] Page 3 Company February 18, 2020 Designer Job Number : Footing 1 - R3D_N2 Checked By: Concrete Bearing Check (Vertical Loads Only) Bearing Bc : 367.2 k Description Categories and Factors Bearing Bu (k) Bearing Bu/0Bc Strength 1.2DL+1.6LL+1.6HL 1.492 .006 IBC 16-1 1.413L 1.741 .007 IBC 16-2 a 1.2DL+1.6LL+1.6LLS+1.6H.. 1.492 .006 IBC 16-2 b 1.2DL+1.6LL+1.6LLS+1.6H.. 2.331 .01 IBC 16-2 c 1.2DL+1.6LL+1.6LLS+1.6H.. 1.492 .006 IBC 16-3 a 1.2DL+1.6RLL+1.6HL+.5L.. 1.492 .006 IBC 16-3 b 1.2DL+1.6RLL+1.6HL+.5W.. 1.492 .006 IBC 16-3 c 1.2DL+1.6SL+1.6SLN+1.6H.. 4.176 .017 IBC 16-3 d 1.2DL+1.6SL+1.6SLN+1.6H.. 4.176 .017 IBC 16-3 a 1.2DL+1.6RL+1.6HL+.5LL.. 1.492 .006 IBC 16-3 1.2DL+1.6RL+1.6HL+.5WL 1.492 .006 IBC 16-4 a 1.2DL+1 WL+.5LL+1 LLS+1... 1.492 .006 IBC 16-4 b 1.2DL+1 WL+.5LL+1 LLS+1... 2.331 .01 IBC 16-4 c 1.2DL+1WL+.5LL+1 LLS+1... 1.492 .006 IBC 16-6 .9DL+1WL+1.6HL 1.119 .005 Overturning Check (Service) Description Categories and Factors Mo-xx (k -ft) Ms-xx (k -ft) Mo-zz (k -ft) Ms-zz (k -ft) OSF-xx OSF-zz Service I 1 DL+1 LL+1 HL 1 0 1 2.016 1 0 1 1.602 NA I NA Mo-xx: Governing Overturning Moment about AD or BC Ms-xx: Governing Stablizing Moment about AD or BC OSF-xx: Ratio of Ms-xx to Mo-xx Sliding Check (Service) Description Categories and Factors Va-xx (k) Vr-xx (k) Va-zz (k) Vr-zz (k) SR-xx SR-zz Service I 1 DL+1 LL+1 HL 1 0 .637 0 .637 NA NA Va-xx: Applied Lateral Force to Cause Sliding Along xx Axis Vr-xx: Resisting Lateral Force Against Sliding Along xx Axis SR-xx: Ratio of Vr-xx to Va-xx RISAFoundation Version 12.0.0 [C:\ ... \ ... \... \... \... \... \... \... \... \beam and columns.r3d] Page 4 WARNING: Detail Report Based On Less Than 10 Sections! Beam: M7 _qT IWF 4W AWC NDS -18: ASD Code Check Max Bending Check 0.561 (LC &&)ax Shear Check 0.208 (y) (LC S)Aax Defl Ratio L/703 Location 6.325 ft Location 0 ft Location 6.325 ft Equation 3.9-3 Span 1 CD 1.15 RB 7.024 CL .995 Cr 1 Cfu 1.2 CP .951 ksi Cm Ct CF y -y z -z Fc' Lb 1 ft Oft Ft' le/d 8 0 Fb1' Sway No No Fb2' Le -Bending Top 1 ft Fv' Le -Bending Bot 12.649 ft E' Shape: 2X10 Material: DF Dy in Length: 12.649 ft I Joint: N11 Dz in J Joint: N12 Envelope Code Check: 0.561 (LC 6) -.216 at 6.325 ft Report Based On 5 Sections .398 at 0 ft .133 at 12.649 ft A �- k Vy �----- k Vz k -.133 at 0 ft -.398 at 12.649 ft j Mz k -ft T k -ft My k -ft -1.259 at 6.325 ft .706 at 6.325 ft .01 at 12.649 ft fa ------------- ksi f(y) ksi f(z) ksi -.01 at Off 1.64 1 1 1 .854 1 1 1.1 1.259 1 1 1.1 1.518 1 1 1.1 .207 1 1 1700 1 1 -.706 at 6.325 ft 1.64 1 1 1 .854 1 1 1.1 1.259 1 1 1.1 1.518 1 1 1.1 .207 1 1 1700 1 1 Company February 6, 2020 Designer Job Number : Footing 1 - R3D_N4 Checked By: Sketch .5 ft X A ¢¢ 12 in } < NJ N N ri Z D is D C 2 f Details 2 f x Dir. Steel: .69 int (3 #4) z Dir. Steel: .59 int (3 #4) Bottom Rebar Plan D10 in ►10 in .r - Ln Ln �4 D Footing Elevation 12 in Li Pedestal Rebar Plan 0#6 r- eq N 1.4 RISAFoundation Version 12.0.0 [CA ... \... \... \... \... \... \... \Beam and columns.r3d] Page 1 Company February 6, 2020 Designer Job Number : Footing 1 - R3D_N4 Checked By: Geometry, Materials and Criteria Length :2 ft eX : 0 in Gross Allow. Bearing :3 ksf (gross) Steel fy :60 ksi Width :2 ft eZ : 0 in Concrete Weight :.145 k/ft^3 Minimum Steel :.0018 Thickness :12 in pX :12 in Concrete f .4 ksi Maximum Steel :.0075 Height :0 in pZ :12 in Design Code : ACI 318-14 Rot. Angle :0 deg +Mz +Over IBC 16-10 A D Footing Top Bar Cover :1.5 in Overturning / Sliding SF : VARIES Phi for Flexure : 0.9 Footing Bottom Bar Cover :1.5 in Coefficient of Friction :0.3 Phi for Shear :0.75 Pedestal Longitudinal Bar Cover :1.5 in Passive Resistance of Soil : 0 k Phi for Bearing : 0.65 Loads P (k) Vx (k) Vz (k) Mx (k -ft) Mz (k -ft) Overburden (ksf) DL 1.332 .012 IDL 3 .587 A .1 SL .945 1 DL+1 H1L+1 LL+1 LLS 3 .587 (A) .196 IBC 16-10 +P +Vx +Vz n's+Mx +Mz +Over IBC 16-10 A D D C D C A D A Soil Bearing Description Cateqories and Factors Gross Allow.(ksf) Max Bearinq (ksf) Max/Allowable Ratio Service 1 DL+1 LL+1 HL 3 .587 A .196 IBC 16-8 IDL 3 .587 A .196 IBC 16-9 1 DL+1 H1L+1 LL+1 LLS 3 .587 (A) .196 IBC 16-10 a IDL+1HL+1RLL 3 .587 A .196 IBC 16-10 b 1 DL+1 H1L+1 SL+.75SLN 3 .83 A .277 IBC 16-10 c 1 DL+1 HL+I RL 3 .587 A .196 IBC 16-11 a IDL+1 HL+.75LL+.75LLS+.. 3 .587 A .196 IBC 16-11 b 1 DL+1 HL+.75LL+.75LLS+.. 3 .769 A .256 IBC 16-11 c 1 DL+1 HL+.75LL+.75LLS+.. 3 .587 A .196 RISAFoundation Version 12.0.0 [C:\ ... \...\...1...\...\...\... \Beam and columns.r3d] Page 2 Company February 6, 2020 Designer Job Number : Footing 1 - R3D_N4 Checked By.- AB y: AB D C 1 DL+1 LL+1 HL QA: .587 ksf QB: .587 ksf QC: .569 ksf QD: .569 ksf NAZ: -1 in NAX:770.126 in A B D C 1 DL+1 HL+1 RL QA: .587 ksf QB: .587 ksf QC: .569 ksf QD: .569 ksf NAZ: -1 in NAX:770.126 in A- B D� C IDL QA: .587 ksf QB: .587 ksf QC: .569 ksf QD: .569 ksf NAZ:-1 in NAX:770.126 in A B D C 1 DL+1 HL+.75LL. QA: .587 ksf QB: .587 ksf QC: .569 ksf QD: .569 ksf NAZ:-1 in NAX:770.126 in Footing Flexure Design (Bottom Bars) As -min x-dir (Top Flexure): .518 in"2 As -min z-dir (Top Flexure): .618 in"2 As -min x-dir (Bot Flexure): .518 in^2 As -min z-dir (Bot Flexure): .618 in^2 A B D C 1 DL+1 HL+1 LL+1 L.. QA: .587 ksf QB: .587 ksf QC: .569 ksf QD: .569 ksf NAZ: -1 in NAX:770.126 in A� B D� C 1 DL+1 HL+.75LL. QA: .769 ksf QB: .769 ksf QC: .741 ksf QD: .741 ksf NAZ: -1 in NAX:652.926 in A B D C 1 DL+1 HL+1 RLL QA: .587 ksf QB: .587 ksf QC: .569 ksf QD: .569 ksf NAZ:-1 in NAX:770.126 in A- B D� C 1 DL+1 HL+.75LL.. QA: .587 ksf QB: .587 ksf QC: .569 ksf QD: .569 ksf NAZ:-1 in NAX:770.126 in As -min x-dir (T & S):.518 in^2 As -min z-dir (T & S):.518 in^2 A B D C 1 DL+1 HL+1 SL+... QA: .83 ksf QB: .83 ksf QC: .798 ksf QD: .798 ksf NAZ: -1 in NAX:630.309 in z -Dir As z -Dir As x -Dir As x -Dir As Mu-xx Mu-xx Required Provided Mu-zz Mu-= Required Provided Description Categories and Factors UC Max (k -ft) (in "2) (in ^2) UC Max (k -ft) (in "2) (in "2) Strength 1.2DL+1.6LL+1.6HL 1 .00385 1 .1 1 .002 1 .589 .003941 .1 1 .002 1 .589 Footina Shear Check Two Way (Punching) Vc: NA One Way (x Dir. Cut) Vc 30.358 k One Way (z Dir. Cut) Vc: 30.358 k Punching x Dir. Cut z Dir. Cut Description Categories and Factors Vu(k) Vu/,oVc Vu(k) Vu/,oVc Vu(k) Vu/0c Stren th 1.2DL+1.6LL+1.6HL NA I NA 1 .0007993 1 0 1 .0008212 1 0 Concrete Bearing Check (Vertical Loads Only) Bearing Bc : 979.2 k Description Categories and Factors Bearing Bu (k) Bearing Bu/QSBc Stren th I 1.2DL+1.6LL+1.6HL 1.599 T .003 RISAFoundation Version 12.0.0 [C:\ ... \... \... \... \... \... \... \Beam and columns.r3d] Page 3 Company February 6, 2020 Designer Job Number : Footing 1 - R3D_N4 Checked By: Overturning Check (Service) Description Cateaories and Factors Mo-xx (k -ft) Ms-xx (k -ft) Mo-zz (k -ft) Ms-zz (k -ft) OSF-xx OSF-77 Service 1 DL+1 LL+1 HL 0 2.312 .012 2.312 NA 89.532 IBC 16-8 1DL 0 2.312 .012 2.312 NA 89.532 IBC 16-9 1 DL+1 HL+1 LL+1 LLS 0 2.312 .012 2.312 NA 89.532 IBC 16-10 a 1 DL+1 HL+1 RLL 0 2.312 .012 2.312 NA 89.532 IBC 16-10 b 1DL+1HL+ISL+.75S.. 0 3.257 .012 3.257 NA 266.997 IBC 16-10 c 1 DL+I HL+1 RL 0 2.312 .012 2.312 NA 89.532 IBC 16-11 a IDL+1HL+.75LL+... 0 2.312 .012 2.312 NA 89.532 IBC 16-11 b 1 DL+1 HL+.75LL+... 0 3.021 .012 3.021 NA 47.631 IBC 16-11 c 1 DL+1 HL+.75LL+... 0 2.312 .012 2.312 NA 89.532 Mo-xx: Governing Overturning Moment about AD or BC Ms-xx: Governing Stablizing Moment about AD or BC OSF-xx: Ratio of Ms-xx to Mo-xx Sliding Check (Service) Description Categories and Factors Va-xx (k) Vr-xx (k) Va-zz (k) Vr-zz (k) SR-xx SR-zz Service 1 DL+1 LL+1 HL .012 .664 0 .664 54.4 NA IBC 16-8 1 DL .012 .664 0 .664 54.4 NA IBC 16-9 1 DL+I HL+1 LL+I LLS .012 .664 0 .664 54.4 NA IBC 16-10 a 1 DL+1 HL+1 RLL .012 .664 0 .664 54.4 NA IBC 16-10 b 1 DL+1 HL+ISL+.75S.. .021 .947 0 .947 44.949 NA IBC 16-10 c 1 DL+1 HL+1 RL .012 .664 0 .664 54.4 NA IBC 16-11 a 1 DL+1 HL+.75LL+... .012 .664 0 .664 54.4 NA IBC 16-11 b 1 DL+1 HL+.75LL+... .019 .876 0 .876 46.478 NA IBC 16-11 c 1 DL+1 HL+.75LL+... .012 1 .664 0 .664 54.4 NA Va-xx: Applied Lateral Force to Cause Sliding Along xx Axis Vr-xx: Resisting Lateral Force Against Sliding Along xx Axis SR-xx: Ratio of Vr-xx to Va-xx RISAFoundation Version 12.0.0 [C:\ ... \... \... \... \... \... \... \Beam and columns.r3d] Page 4 Auk City w W h6 4t R,e COMMUNITY DFVtj( 'MINI a APPROVED Plans)Examiner I Date Validity of aermh: The issuance of a permi, or opprovVl of pions spectflcahonJ and compatohons shah not be o permit fo or an approval cf, crry vrotohon to any of the provisions of the building code x of air City ofd norices. Aermlts presumiirg to give outhority to violate or a xel the provisions of the &Aiding codes or other ardincnces of the City shoU r ot be valid. DESIGN INFORMATION Building Code: 2018 International Residential Code as adopted and/or amended City of Wheat Ridge. Design Loading: Wind -, Vult: 135 mph Snow - 30 psf ground snow load (no reduction) Live Load - attic 20 psf (uninhabitable with storage) Dead load - roof 20 psf Live load - roof 20 psf FOUNDATIONS 1. Contractor shall be fully familiar with all aspects of the soils report and/or site specific soil conditions prior to beginning work 2. Footings shall extend below the frost line depth of 36" below grade. 3. Footing elevations shown on plan are maximums and may need to be lowered due to soil conditions and/or finish grade elevations to achieve the code required minimum frost depth of 36 inches. Verify changes with structural engineer. 4. Maximum soil design bearing pressure (undisturbed in-situ) ................ 2,000 psf. 5. Lateral earth pressures.: at-rest............................................................................................. 60 pcf active................................................................................................ 45 pcf passive.......................................................................................... 225 pcf 6. All footings are to be placed on firm, undisturbed, natural soil or properly compacted backfill, approved by the soils engineer. Backfill shall be compacted to 9S% (minimum) standard proctor density unless otherwise recommended in the soils report. if soft spots are encountered remove soil and recompact with approved fill. (re: soils report for description of bearing soil.) 7. Remove a minimum of 2ft of shallow expansive clays and replace with properly compacted non -expansive select structural fill under all structural slabs -on -grade. in liue of this geotechnical recommendation the owner may elect to accept movement risks. Maintain soils at specified moisture content during construction. 8. Center all footings under walls, columns or grid lines unless otherwise noted on plans. NON-STRUCTURAL ELEMENTS 9. Elements such as non-bearing partitions, etc. attached to and/or supported by the structure shall take into account deflections and other structural movements. 10. Fire protection for all structural components shall be provided and shall meet minimum code requirements for the type of construction specified on the architectural plans. 11. Movement of the slab on grade may cause damage to non-structural elements that are connected to both the slab on grade and other structural members. isolation of these non-structural elements such as partition wall, baseboards, piping, etc. may be required. see the architectural, mechanical or electrical drawings for details or consult with appropriate member of the design team before connecting non-structural elements to both the slab on grade and other structural members. 12. Cast -in-place and site cast concrete: 13. All cast -in-place concrete shall be made with portland cement, stone aggregate and shall have the cement type and develop the compressive strength in 28 days as follows: 13.1 footings .......................................... 4,000 psi, type i, 3-5 in. slump, 3.5-6.5% air 13.2 slabs -on -grade ....................... 4,000 psi, type i, 2-4 in. slump, 0-3% air, 0.50 maximum w/c ratio, 1-1/2" maximum aggregate size 14. All concrete work and reinforcement detailing shall be in accordance with the most recently adopted version of aci 318, and with aci 301 and 304. hot weather placement: aci 305. cold weather placement: aci 306. 15. Concrete testing shall be done in accordance with aci 301. tests shall include cylinders and slump. 16. Concrete materials: cement shall be astm c150, portland. use only one brand of cement for each type. normal - type i moderate - type ii high early strength - type iii i sulfate resistant - type v 16.1 fine and coarse aggregates: astm c33. 16.2 water shall be clean and potable. 16.3 admixtures containing thiocyanates or containing more than 0.05 percent chloride ions are prohibited. 16.4 air entraining admixture: astm c260. 16.5 fly ash: astm c618, class f or c. limit use to 20% of cement content. 17. Mix concrete in accordance with astm c94. 18. Deliver and discharge concrete entire load within 90 minutes, or before drum has turned 300 revolutions, whichever occurs first, after introduction of mixing water. 19. Unless otherwise noted, all exposed edges of concrete work shall have 3/4 inch chamfer. 20. Slabs, topping, footings, beams and walls shall not have joints in a horizontal plane. any stop in concrete work must be made at third point of span with vertical bulkheads unless otherwise shown. all construction joints shall be as detailed or as approved by the engineer. 21. Submit a record copy of lifting calculations, reinforcing and lifting inserts to the engineer of record. these are for information only and will not be reviewed. HIE CONSULTING ENGINEERS 387 CORONA ST. STE 534 DENVER CO 80218 W Q W 0 44330 0 bNAL' III o LL co o F-- cUCf) 0-_ w w � � o o w w 1 - Ln Q Ln _Ln JDATE: 2/18/2020 1 DRAWING NO#. I OF 6 SHEET NO# 0 REINFORCEMENT 1. Perform all reinforcing work in accordance with crsi manual of standard practice and conform to aci 315. 2. All reinforcing shall be high-strength deformed bars conforming to astm a615, grade 60, except weldable reinforcement which shall be astm a706, grade 60. 3. All deformed bar anchors shall conform to astm a496, grade 60. astm a706, grade 60 bars of the same diameter and length may be used in lieu of deformed bar anchors. 4. Fabrication and placement tolerances for reinforcing shall be in accordance with aci 117. S. Reinforcement protection unless noted otherwise: 5.1 concrete poured against earth .................................................... 3" 5.2 concrete poured in forms(exposed to weather or earth) .................. 2" 5.3 columns and beams (tie bars) .................................................... I...... 1-1/2" 6. No splices of reinforcement shall be made except as detailed or authorized by the structural engineer, lap splices, where permitted, shall be as shown in schedule unless noted otherwise. make all bars continuous around corners. 7. Provide all accessories necessary to support reinforcing at positions shown on the plans. all reinforcement to be held securely in proper position in accordance with the most recently adopted version of aci 318. WOOD 1. All framing and truss lumber shall be pressure treated douglas fir -larch or hem -fir graded by western wood products association (wwpa) and in accordance with the following minimum grade requirements. 1.1 studs........................................................................stud grade (fb = 675 psi) 1.2 joists..................................................................struct. grade no. 2 (fb = 850 psi) 1.3 beams (2"-4" thick) .......................................struct. grade no. 2 (fb = 850 psi) 1.4 beams (> 5" thick) .......................................struct. grade no. 1 (fb = 1350 psi) 1.5 posts............................................................... struct. grade no. 2 (fb = 900 psi) 1.6 plate stock ......................................................struct. grade no. 3 (fb = 500 psi) 2. Where the use of preservative treated lumber is required by code, all fasteners in contact with preservative treated wood shall be stainless steel, silicon bronze, copper, or hot -dip zinc -coated galvanized steel per astm a153. 3. All connectors used in exterior applications and/or in contact with preservative treated wood shall have coating typies and weights in accordance with the treated wood or connector manufacturer's recommendations with a minimum Provide cross bridging not over 8 foot on center for all wood joists and 2x solid blocking between joists at all supports. 4. At bearing walls, provide solid blocking at 4 feet on center or provide wall sheathing prior to applying construction loads to floor or roof framing above. S. Fasten all wood members with common nails according to the code schedule (2015 ibc 2304.10.1, 2015 irc r602.3(1)) unless otherwise noted. 6. Materials for laminated members (lvl, lsl and psl) shall conform to the following minimum allowable stresses and material properties (as shown for 12" depth): 6.1 Microlam 2.Oe (lvl) beam members fb.........................................................................2,600 psi fv.........................................................................285 psi e...........................................................................2.0(10^6) psi ft...........................................................................1,555 psi fc-perpendicular ................................................750 psi fc-parallel............................................................2,510 psi 7. All connector types refer to Simpson strong -tie specifications unless noted otherwise. any change, modification or substitution must be approved by the engineer of record prior to construction. 8. Brace stud walls until all plywood sheathing, roof trusses, and shear walls are in place. 9. All timber framing connections shall be made with joist hangers, tie downs, framing anchors, post caps, etc., unless noted otherwise. 10. The number of bearing studs (jack studs) supporting built-up 2x beams shall match the number of members in the beam unless noted otherwise. all engineered wood beams (lvl, lsl, psl, glulam) shall have a minimum 3 bearing studs (jack studs) unless noted otherwise. 11. The minimum number of full height studs (king studs) adjacent to a beam/header shall conform to 2015 irc table r602.7.5 unless noted otherwise. 12. All free-standing wood columns and/or stud packs shall have a simpson strong -tie pb, pbs, cb, cbs, or Icb type post base unless noted otherwise. contractor to coordinate type and size with specified wood column and/or stud pack. GENERAL NOTES 1. Contractor is responsible for coordinating all requirements into their shop drawings. 2. No opening shall be made in structural member without the written approval of the engineer. 3. No change in size or dimension of structural members shall be made without the written approval of the engineer 4. Openings in the slab of 16" or less are not shown on the structural drawings. See architectural and/ or mechanical drawings for such openings. S. The contractor is responsible for limiting the amount of construction load imposed on framing. Construction loads shall not exceed to the design capacity of the framing at the time the loads are imposed. 6. The structure is designed to function as a unit upon completion. The contractor is responsible for furnishing all temporary bracing and/or support that may be required to maintain stability and safety of all structural elements during the construction process. 7. Unless otherwise noted, fireproofing methods and materials for structural members are not shown on structural drawings. 8. Do not scale these drawings, use dimensions. HIE CONSULTING ENGINEERS 387 CORONA ST. STE 534 DENVER CO 80218 �DO J Q W 0 1- w W w 0 LL L0 L0 d) DATE: 2/18/2020 DRAWING NO#. 2 OF 6 SHEET NO#. City of Melt Ridge 0 O 00 0 U w QD 0 Q GENERAL NOTES CONT'D 1. Typical details - details labeled as typical details on the drawings shall apply to all situations occurring on the project that are the same or similar to those specifically detailed. The applicability of the detail to its location on the plans HIE can be determined by the title of the detail. Such details shall apply whether or CONSULTING not they are keyed at each location. decisions regarding applicability of typical ENGINEERS details shall be determined by the engineer. 2. The contractor shall inform the engineer of any deviation from the contract 387 CORONA ST. STE 534 documents. The contractor shall not be relieved of the responsibility for such DENVER CO 80218 deviation by the architect/engineer's approval of shop drawings, product data, etc. unless he has specifically informed the architect/engineer of such deviation ��CF,y at the time of submission and the architect/engineer has given written approval of such deviation. ii 44330 !s� 3. Conflicts in the structural requirements, where conflicts exists among the various parts of the structural contract documents, structural drawings, general ..... notes, and/or specifications, the strictest requirements, as indicated by the bNqL engineer, shall govern. 4. All things which, in the opinion of the contractor, appear to be deficiencies, omissions, contradictions, or ambiguity be brought to the attention of the engineer prior to continuing work. Plans or specifications will be corrected or written interpretation of the alleged issue will be made by engineer before the affected work proceeds. If engineer approval is not obtained, the contractor shall assume any and all liability associated with the deficiency/omission observed. 5. The contractor shall verify all dimensions and conditions of the existing building at the job site and report any discrepancies from assumed conditions shown on Q the drawings to the engineer prior to the fabrication and erection of any o members. LU w o 6. The contract structural drawings and specifications represent the finished M Q o structure, and, except where specifically shown, do not indicate the method or U means of construction. Contractor shall supervise and direct the work and shall CL Ofw w c� be solely responsible for all construction means, methods, procedures, �— o techniques, and sequence. The engineer shall not have control or charge of, and �— o LL - shall not be responsible for construction means, methods, procedures, LC) Q techniques, sequence, for safety precautions and programs in connection with LD _ Ln the work, for the acts or omission fo the contractor, subcontractors, or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents. DATE: 2/10/2020 DRAWING NO#. 3 OF 6 SHEET NO#. c ' °' S . 2 _tet Ridge 'opw leaUM 10 lfl!a (N) FOOTING 1 COLUMNS SEE DETA1 (N) COLUMN PRESSURE TREATED DOUGLAS FIR 6x4 SEE SIMILAR DETAIL 2/S3.0 FOR FASTENING 11V J Ll. j 1'Jl `Y A 11' / % U L..VG 1'vllt-auutilvl LVL WEATHERIZED AS NEEDED TO ELIMINATE EXPOSURE TO MOISTURE PATIO COVER PLAN e* N.T.S. ERS I HIE CONSULTING ENGINEERS 387 CORONA ST. STE 534 DENVER CO 80218 Ko EtADO C po• v 44330 L L DATE: 2/18/2020 DRAWING NO#. 4 OF 6 SHEET NO#. 01LI °f S2.0 t Q UMN PRESSURE ~ ?D DOUGLAS FIR 4x6 w w a Q w co O ~ C� U p ry w D 01 w � Q Lo Lo DATE: 2/18/2020 DRAWING NO#. 4 OF 6 SHEET NO#. 01LI °f S2.0 t REMOVE EXISTING BRICK TO ALLOW BEAM TO BEAR a�p\��eauM EXISTING FOUNDATION WALL. UPON INSTALL, NO BRICK TO BE SEALED TO PROVIDE WEATHER NEW LVL BEAM TIGHT ASSEMBLY. SEE PLAN SIMPSON LUS HANGER PER MFR. COLUMN TO BE INSTALLED DIRECTLY UNDER HIE BEAM AND BE MECHANICALLY ATTACHED TO THE BEAM ASSEMBLY TO PROVIDE LATERAL CONSULTING SUPPORT AT THE BEAM END. NO LESS THAN ENGINEERS 31/2" BEARING ON COLUMN. 387 CORONA ST. STE 534 DENVER CO 80218 r)ODO A. 1 I •' 44330 ai (E) ROOF SHEATHING A *6 NEW LVL BEAM .,,..: SEE PLAN (N) ROOF LE1'�' (N) RAFTO SHEATHING SEE PLAN (N) RAFTERS NEW COLUMN SEE PLAN TO BE SEE PLAN PLACED IN EXISTING WALL CAVITY AND ATTACHED TO EXISTING BOTTOM PLATE J QN, I`. BEAM NORTH END W LLJ co o S3.0 3/4" — l'-0"Li L z BEAM TO COLUMN U S3.0 3/4" - l'—o" SIMPSON L50 w PER MFR IL� 0 o J LL � (N) 2X12 LEDGER FASTENED <Lnw WITH (2) 0.148 X 3.0" (1 Od) L NAILS EVERY 16INCHES 3 S3.0 NON STRUCTURAL BLOCKING DATE: 2/18/2020 RAFTERS TO EXISTING ROOF DRAWING NO#. 5 OF 6 3/4" — l'-0" SHEE.,T' NO#. 0k) NNS . 0 ag i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Ir1tii • Job Address: Permit Number: / ❑ No one available for inspection: Time Re -Inspection required: Yes (- No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. us4nspection Date:�2«— Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge E -Res. Window Replacement PERMIT - 201902431 PERMIT NO: 201902431 ISSUED: 11/19/2019 JOB ADDRESS: 4555 Flower St EXPIRES: 11/18/2020 JOB DESCRIPTION: Replacing 3 windows in the rear of the home. U -factor is 0.27 *** CONTACTS *** OWNER (818)429-3095 WIDEMAN WILLIAM TOLNAY MARY SUB (888)736-6335 ADAM KALINER 160260 POWER HOME REMODELING GROUP *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,156.94 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 66.30 ** TOTAL ** 116.30 *** COMMENTS *** *** CONDITIONS *** 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. Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. [, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specificationst applicable building codes, and al] 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 ermit. I further attest that I am legally 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 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 androcedures 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 changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 792 # Wheat Ridge 3&242« 11/19/209 g:S DG �,Qwg3windows EBB022002 Amml +7 g7Flower 9 1163 +±±ggTNO; 20!90242 PAYMENT RECEIVED Am+I +/2079 b«+ 9090 CODE: 67154026 IyR 116=30----------��---�--- From: no-reply@ci.wheatridge.co.us Sent: Tuesday, November 19, 2019 9:31 AM To: CommDev Permits Subject: Online Form Submittal: Residential Window/Door Replacement Permit Application Residential Window/Door Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT WINDOWS and DOORS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM AND WINDOW/DOOR CUTSHEET (SPEC SHEET) IN ORDER FOR THE PERMIT TO BE PROCESSED. 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. Is this application for Yes replacement window(s) and/or door(s) like for like? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address **REQUIRED** Attach Credit Card Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS** 4555 Flower Street Meri Tolnay and William Wideman 818-429-3095 Field not completed. Tolnay CC.Pdf CONTRACTOR INFORMATION Contractor Business PowerHRG Name 1 Contractor's License 160260 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 888-736-6335 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address shane.laird@powerhrg.com Retype Contractor Email Address DESCRIPTION OF WORK Number of window and/or doors being replaced Location of window(s)/door(s) being replaced (for example, master bedroom, kitchen, bathroom, etc): shane.laird@powerhrg.com 3 rear What is the u -value of the 0.27 window(s)/door(s)? City of Wheat Ridge requires the a -value to be .32 or better on windows.. Attach copy of Tolnay.pdf window/door cut sheets showing sizes and u -value Project Value (contract 3156.94 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 z 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 been Yes 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 Shane Laird Permit Email not displaying correctly? View it in your browser. City of W heats% COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.285 F: 303.237.8929 Refund Application Complete this application in its entirety, attach all copies of permits, permit cards (if issued) and receipts that were received at the time of permit issuance. Requests for more than 80 percent of the amount paid will not be approved without prior approval from the Building Official. The refund application must be received by the Wheat Ridge Building Division no later than 180 days after permit issuance. Applications received after 180 days of permit issuance will not be approved. You can mail or hand -deliver all required documents to: City of Wheat Ridge, Attn: Building Division, 7500 W. 29th Ave., Wheat Ridge, CO 80033. Company Name/Name (to whom cheek should be made out to): American Dream Home Improvement, Inc. Address: 6746 S. Revere Pkwy. Ste. B-150 City: Centennial State: CO Zip: 80112 Phone: (720) 398-6672 Fax: (303) 951-8447 Email: cncoprod.adhi@gmail.com Permit #: 201701354 Permit Address: 4555 Flower St. Reason for request: The homeowner has cancelled all contracted work to be completed with American Dream Home Improvement, Inc. Printed Name: Rachel Colbert Signature'_IQf Date: 05/24/2018 For office use only This request has been: 71 Approved _ Denied Refund Amount: $ Approved by: Date: www.ci.wheatridge.co.us 02K INSPECTION RECORD i INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type 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 Initials Comments Pier Mid -Roof Lath /Wall Tie d Concrete Encased Ground (CEG) Rough Electric " Foundation / P.E. Letter Rough Plumbing/Gas Line Do Not Pour Concrete Prior To Approval Of The Above Inspections Under round/Slab Ins ectir= ! Inspector 9 p _ J Init a! s Electrical Comments Comments Sewer Service Plumbing Mid -Roof Lath /Wall Tie 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 Lath /Wall Tie d ". Rough Electric " Rough Plumbing/Gas Line ri Rough Mechanical Rough Framing t° 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 _ / 7 _ 1 g b 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 t� i CITY OF WHEAT RIDGE �(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Ll o c - F-""") Job Address: 4-1 5- r I )o w e ,- S -- Permit Number: r 01-7 0 9-0 6 6 Y V ❑ No one available for inspection: Timed = / AM M Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Datej I -7 i � Inspector: `1'4 DO NOT REMOVE THIS NOTICE d City of Wheat Ridge w r Residential Roofing PERMIT - 201705066 �w PERMIT NO: 201705066 ISSUED: 07/28/2017 JOB ADDRESS: 4555 Flower ST EXPIRES: 07/28/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko 30 year asphalt shingles with 33 sq. *** CONTACTS *** OWNER (818)353-8588 WIDEMAN WILLIAM SUB (303)646-3977 Mike Essary 090139 Shield Const. & Exteriors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,750.00 FEES y Total Valuation 0.00 c Use Tax 267.75 _ Permit Fee 1.85 Misc. Fee 25.00 ** TOTAL ** *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201705066 PERMIT NO: 201705066 ISSUED: 07/28/2017 JOB ADDRESS: 4555 Flower ST EXPIRES: 07/28/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko 30 year asphalt shingles with 33 sq. tI by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applica le 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 thisermit. I further attest that I am le 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'a ompanying approved plans and specifications. r\ i Sa Signature (INQ. NER or CONTRACTOR (Circle one) Date I . 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 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 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 applicable code or any ordinance or regulation of this jwris l tion. Approval of work is subject to field inspection. Y L A Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Roofing PERMIT - 201701354 PERMIT NO: 201701354 ISSUED: 06/01/2017 JOB ADDRESS: 4555 Flower ST EXPIRES: 06/01/2018 JOB DESCRIPTION: Reroof 31 squares with OC Oakridge shingles; 5 squares w/mulehid mod bit; house structure only *** CONTACTS *** OWNER (818)383-8588 WIDEMAN WILLIAM SUB (630)353-1900 Mike Gray 130198 American Dream Nome Improv. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,300.00 FEES Total Valuation 0.00 Use Tax 321.30 Permit Fee 299.40 ** TOTAL ** 620.70 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€`ms installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. - City of Wheat Ridge Residential Roofing PERMIT - 201701354 PERMIT NO: 201701354 ISSUED: 06/01/2017 JOB ADDRESS: 4555 Flower ST EXPIRES: 06/01/2018 JOB DESCRIPTION: Reroof 31 squares with OC Oakridge shingles; 5 squares w/mulehid mod bit; house structure only 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 ppro�perty and am authorized to obtain this permit and perform the work described and approved in conjunction with this�perm I further attes- tha 1 am 1 ally authorized to include all entities named within this document as partes to the work to be perform 4d and t at a l wo� t he per rmed is disclosed in this document and/or its' accompanying approved plans and specifications. Signatur8 of OWNER or CONTONCTOR (Circle one) Date I . This permit was issued based on t 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 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_Qf a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. DNCO-261012 Week: 06/05/17 Printed: 05/30/17 City of /''` sheat I�d'e MUNITY` DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its0ki.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Plan/Permit # AO I � U I � S q Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 4555 Flower St. Property Owner (please print): William Wideman Phone: (818) 383-8588 Property Owner Email: Mailing Address: (if different than property address) Address: 4555 Flower St. City, State, Zip: Wheat Ridge, CO 80033 Architect/Engineer: Architect/Engineer E-mail: Contractor: American Dream Home Improvement, Inc. Contractors City License #: 130198 Contractor E-mail Address: cncoprod.adhi@gmail.com Sub Contractors: Phone: Phone: (720) 398-6672 Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ® RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ® RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Re -roof 31 Sq. w/ Owens Corning Oakridge shingles, 5 Sq. w/ Mulehid Mod Bit, single family, single story, single layer removal, 4:12 & 1.5:12 pitch, house structure only. Sq. FULF Btu's Amps Squares Gallons 20 Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ _ 15,300.00 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 applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER (CONTRACTOR) r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): Lqx4d- COA-I—xt DATE: 05/30/2017 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ 4r City of Wheat Ridge 1. r Residential Roofing PERMIT - 201705066 _1�9r PERMIT NO: 201705066 ISSUED: 07/28/2017 JOB ADDRESS: 4555 Flower ST EXPIRES: 07/28/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko 30 year asphalt shingles with 33 sq. *** CONTACTS *** OWNER (818)353-8588 WIDEMAN WILLIAM SUB (303)646-3977 Mike Essary 090139 Shield Const. & Exteriors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,750.00 FEES Total Valuation 0.00 Use Tax 267.75 Permit Fee 251.85 ** TOTAL ** 519.60 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. A r City of Wheat Ridge �r Residential Roofing PERMIT - 201705066 f PERMIT NO: 201705066 ISSUED: 07/28/2017 JOB ADDRESS: 4555 Flower ST EXPIRES: 07/28/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko 30 year asphalt shingles with 33 sq. I, by my signet re, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable buil in g codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal o er of theproperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this,permit. I her attest_gvat m le ally authorized to include all entities named within this document as parties to the work to be pertormed and all work to perfoged is disclosed in this document ayd/or ijs' accompanying approved plans and specifications. Signature of OWNER CONTRACTOR (Circle one) Dite 1. This permit was issue 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 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 androcedures 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 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, an violation of any provision of any applicatIg code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official _ Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz 67ui 7o� From: no-reply@ci.wheatridge.co.us Sent: Friday, July 21, 2017 10:50 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny 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 Property Owner Email Address 4555 flower st DL, Bill Wideman/Merl Tolnay 8183538588 Field not completed, 1519. �o 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 Business Shield Construction Name Contractor's License 090139 % Number (for the City of Wheat Ridge) Contractor Phone 3036463977 Number Contractor Email Address rarnold@shieldconstruction.net Retype Contractor Email rarnold@shieldconstruction.net Address DESCRIPTION OF WORK Are you re-decking the No roof? Description of Roofing Tamko 30 Year Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 33 material selected above? ` / Does any portion of the No- property include a flat roof? If yes, how many squares Field not completed. on the flat roof? 1 / " TOTAL SQUARES 33 (pitched + flat) of all roofing material for this project 2 Provide additional detail HOUSE here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 12750 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 this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Rick Arnold Email not displaying correctly? View it in your browser. 3 SHIELD t..DNSTRUCT1ON & 1REt ORATION �/', 2795 South Shoshone Street • Suite A • Englewood, Colorado 80111 DATE: I I Phone: 303.646.3977 • Fax: 303.646,0571 f) ` Customer 1 �' �u'� Street Address City �1/1� Pc►� �2 rl) 44,e State C63 Zip 01Home Phone () 3T— Mortgage Company Work Phone ( ) — Insurance Company Claim # 100L O7 --Lf3 Description of Services: Siding Roofing ❑ Existing C] Tear Tear Off ❑ Install ❑ Vinyl ❑ Aluminum ❑ Steel ❑ Other ❑ Roof Pitch _ # Stories ❑ Style — ❑ Sheathing Ll Felt 4151b ❑ 301b CJ Foam Board -- ❑ Brand of Shingle r- m -u ❑Wrap Window Wrap Fascia_ _. ❑ Color of Shingle �', V-r3,-� --� ❑ Chimney Soffits ❑ Ridge Type V + ❑ Height Allowance Blocks Gutters C Metal Edge ❑ Use Existing ❑ Replace wl ❑ Existing 41,4 s e'4 6� f�+✓� __ /❑. Valleys Vents C) i.g J, ❑ Install -- ❑ Labor Warranty Yrs. S -� -R-4) ❑Special Instructions �✓ 2 G' t r 1 n 4 All work to be completed for the RCV (replacement cost value) Insurance proceeds unless otherwise specified below. Clean up includes picking up nails with magnet and hauling away all debris from work performed. Total Contract Price$ Payable as follows: I agree and promise to pay Shield Construction & Resortation upon completion of work. ' 6 Shield Construction & Resortation will furnish materials and labor in accordance with above specifications, for the amount of t dollars ($— 1. All contracts subject to the approval of management of Shield Construction & Restoration. 2. Customer further agrees that the equity in the subject property is security for this contract. 3. Replacement of deteriorated decking, fascia boards, roof jacks, flashing ventilations, gutters or material are not included and will be charged as an extra on a time and material basis. Unless otherwise stated in this contract, Shield Construction & Restoration is not responsible for damage to hidden Freon, alarm, telephone or electric lines. 4. This contract constitutes the entire understanding of the parties, and no other understanding, collateral or otherwise, shall be binding unless in writing and signed by both parties. 5. Any and all material left over is the property of Shield Construction & Restoration. 6. Customer hereby acknowledges that Shield Construction & Restoration may be subject to delays occasioned by weather, labor disputes and material supply shortages which are beyond the control of Shield Construction & Restoration and Customer hereby acknowledges that all such delays do not constitute abandonment and are not included in calculating time frames for payment and performance. 7. Payment is due upon completion. Any portion remaining unpaid will bear the interest of the rate of 18% per annum commencing 30 days after completion. Customer agrees to pay all collection fees and/or attorney fees needed in pursuit of collecting any remaining unpaid portion. All payments and checks shall be made payable to Shield Construction & Restoration. 8. All warranties are void if payment is not made hereunder when due. Labor and materials warranty is nontransferable. 9. Labor warranty does not cover damage caused by strong winds, lightning, hail or other acts of God. 10. Shield Construction & Restoration shall hold in trust any payment received from Customer until Shield Construction & Restoration has delivered roofing materials at the site or has performed a majority of the roofing work on your property. Terms: This contract does not obligate the homeowner or Shield Construction & Restoration in anyway unless it is approved by the insurance company and accepted by Shield Construction & Restoration. When price is agreeable and is determined, it shall become the final contract price of $ and the homeowner authorizes Shield Construction & Restoration to obtain labor and materialsinaccordance with the price agreement and the specifications set out herein to accomplish the above replacement or repair. Owner Signature. �" ' "— — Date of Acceptance: 3 f Owner Signature: Date of Acceptance: Subject to insurance company approval: InitialT j8 Date: G l R%t ghiplri ('nnstructinn R Ra.etorntion Signature: Date: i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line "1 (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Md Job Address: 6A)gr Permit Number: ❑ No one available for inspection: Time/ o., / PM Re -Inspection required: Yes o i When corrections have been made, call for re -inspection at 303-234-5933 Date: K. - ) 7 Inspector: "wlg4o- DO NOT REMOVE THIS NOTICE be performedunless ,„ I Inspections will not project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day. Inspector Must SignALL Spaces pertinent lthis project • t Yr ♦:' tIMI w i Foolling/Sternwall P.E. Do Not 067u—i-doncrete Pifi � MW Sewer " I�� IIIIII Service `(Underground) Heating (Below R Rough Inspections LUTROW Roof • Final Inspections data Inspector Initials Final Electrical Final Plumbing Final Mechanical Roof Final BuildinqJ Frame A .M 101 ff-1 t ROW & Drainage Public " Dept.Occupancy Is Not Permitted Until A Certificate of 1. •' t :'• • '! / l wt*: Occupancy j` E ProtectThis • From The Weather wr Inspections will not be + on the project site. Call the inspection request line before 11: 59 pm. to receive an inspection the following business day. Foundation Inspections Monolithic Slab Footing/Ste wall P.E. Letter� Insp Comments Initials Electrical (Underground) .. . , - !1 &JI ill, Plumbing (Below/ eating (Below r..b -------------- ough Inspections yy Comments + Sheathing P*Roof Sheathing Lath Wall .. Rough Electric !! Plumbing Rough Rough I Piping Do Not Proceed Wit ut ppro tt Of Abo o.. Framing P« Insulation Drywall Final Inspections + r » w Final •.: y.. Final hanical Finxr MecFinal Building / Frame I x' :. ♦* # ParkingPlanning Dept. Landscaping one week in advance. For landscaping and parking \R M.. Drainage Public Works ROW Dept. s. r. 303-235-2846. inspections inspections call 303-235-2861. For fire inspections lltectio .Dist, .:.. x Protection Fire Inspection Protectioncontact the Fire District project. "Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate 1. OccupancyApproval ! •:Final Building inspection.i! ! constituteauthorization of occupancy. City of HClNITY R I& Wig= I ", I'll * ! 1=15 Sulldln'q Permit Application mono" I I- OA A 0 t I It - Ewoiow: W,R.City Uwme* Other 04 L"nsed Subi C4 uOnse 0 Pkm*ft� W.R, City Umnse 0 Cepte slit information on BOTH sides of this form 2 NEW COMMERCIAL STRUCTURE NEW RESIDENTIAL \<\#«°\<t ■� «7»» *'4 r:xwava�x>tft» WAOTAll OMMERCIAL24O»» \IDENTILROOFING WIN m REPLACEMENT N shed, dockt etc) «»f dock, O .>.<F... ... .... ?*... . .. . . yt< .. . ... ., MPS < " . . . . . . : m ..� .. .: . " TUE 16:37 FAX 303 237 6929 303 Best Way - ++ AAA Service Plumbing 0002 /002 INSPECTION RECORD �INSPEcTIOni Lllv�. (303) 234 -5933 l occupa ncvlTVpe FINALS 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. S F7 a uzr moat. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB FOUNDATION INSPECTIONS DATE INSPECTOR .I NITIALS COMMENTS: Footings /Caissons VS 8027 21G.40 - Stemwall / (CEG) Concrete Encased Ground Sheathing - Building Final TOTAL 216.46 ------- — ----------------------------- -- Reinforcing or Monolithic Lath / Wall tie R.O.W E. Drainage Weatherproof/ French Drain Mid -.Roof INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED ATLEAST ONE.WEEK PRIOR TO FINAL INSPECTIONS. Parking $ Landscaping Sewer Service Lines Electrical Service TE; ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING,.BUILDING AND PUBLIC WORKS BEFORE A_ Water Service Lines OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. - CONCRETE SLAB FLOOR Electrical (Underground) FINALS 111367 Plumbing (Underground) Electrical USE Tax 176.40 Plumbing Heating (Underground) Mechanical VS 8027 21G.40 DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS - Sheathing - Building Final TOTAL 216.46 ------- — ----------------------------- -- Fire Department Lath / Wall tie R.O.W E. Drainage Mid -.Roof INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED ATLEAST ONE.WEEK PRIOR TO FINAL INSPECTIONS. Parking $ Landscaping SIGNED PRIOR TO PRC CITY OF IINEAI RIDGE 10/25111 2:25 PIl edba Sarah Enright RFCFTDi NNe C060A657F ApI711NT Electrical Service TE; ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING,.BUILDING AND PUBLIC WORKS BEFORE A_ Rough Electric OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. Rough Plumbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE Framing Insulation f Drywall Sc OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER OPSP Install 70,000 btu. 216.40 FINALS 111367 Permit Fee 40.00 Electrical USE Tax 176.40 Plumbing PAVIENT RECEIVED Al0tlt3l Mechanical VS 8027 21G.40 ABth Code: Roof ✓ 810705 Building Final TOTAL 216.46 ------- — ----------------------------- -- Fire Department R.O.W E. Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED ATLEAST ONE.WEEK PRIOR TO FINAL INSPECTIONS. Parking $ Landscaping TE; ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING,.BUILDING AND PUBLIC WORKS BEFORE A_ CERTIFICATE OF OCCUPANCY IS ISSUED. RNAL.INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OFA 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) 237 -8929 Fax INSPECTION NOTICE inspection Typ _ Job Address Gf f IOWA St Permit Number n � 1 .,, l !r� t e F; ❑ No one available for inspection: Time �2 7 AM /I M� Re- Inspection required: Yes /No i When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: 1 �, ( Inspector: /IA DO NOT REMOVE THIS NOTICE City of Wheat Ridge _ Faxed Mech. Permit PERMIT - 111307 PERMIT NO: 111307 ISSUED: 10/25/2011 JOB ADDRESS: 4555 FLOWER ST EXPIRES: 10/24/2012 DESCRIPTION: Install 70,000 btu, 95% eff. furnace * ** CONTACTS * ** owner 303/425 -7327 Donna Glasco sub 303/424 -1054 Michael Enright 01 -7953 AAA Service Plumbing ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0231 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROTECT VALUATION: 9,800.00 FWS* ,. Permit Fee 40.000 Total Valuation • 00. Use Tax - 176.40 �J ** TOTAL ** 216.4(:4 '�; Conditions: Both front and back of permit need to be posted on job site. If one or the other is not present, INSPECTION WILL NOT BE PERFORMED. Work shall comply with 2006 IRC & 2005 NEC. Per IRC Sec. R313, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. Carbon Monoxide detectors are required to be installed within fifteen(15) feet outside the entrance to each sleeping room. Subject to field inspection. 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 legally 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 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 applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspeWtion. Date K REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. �\ \�5vA INSPECTION RECORD Occupancy /Type `'INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. S O7,UQ_Ir INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS .JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) ROUGHS NO Lath / Wall tie Mid -Roof - Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PRC CITY OF WHEAT RIDGE Framing 10/25/11 2:25 PH cdba Insulation Sarah Enright Drywall Screw RECEIPT M @;CDA606520 RT10UNi BPSP Install 73,000 btu. 216.40 FINALS 1113 @7 Permit Fee 40.00 Electrical _ Use Tax 176.40 .... " PAYMENT RECEIVED AMOUNT Mechanical VS 8027 216.40 Roof Auth Code: 010705 Building Final TOTAL 216.40 --------------------------------------- Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING R ZONING, FIRE AND PUBLIC WORKS SHOULD Parking & Landscaping BE CALLED AT LEAST ONE .WEEK PRIOR TO FINAL INSPECTIONS. ' " "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A, CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER OCT /25/2011/TUE 02:03 PM 11 /1D /2010 NEn 13:33 Fwt 303 237 8929 303 Best Way P, Orel /001 jag 01/001 � 1 — City of Date• 000 t e Ill b COMMZTNt•1'Y L EVET.OPM�NT Permfi;`;`: Building Division 7500 W, 29" Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855' Fax. 303 - 237 -8929 Inspection Line: 303 -234 -5933 - Facsimile Building Permit Application Alm /yea- Property owner (please print):_ � T)Om /L LrC,6 Phone :c Mailing Address: (if different than property address) Address: City, state, Zip: LIZ � ( t Contractor License #: Phone: 21�) Lfay q ' ,�bit?��Cst+.� �anyatne License #• • Expiration Date: TradetProfession• Approval' Use of %ace (description): XIM ji3.,.� 5o/a t ep Review (due a( time ofsobmrVal): $ Sq. Ft.1L.Ftadded, Squares BTU's Gallons Amps OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ' I hereby certify that the setback distances proposed by this permit application are dccurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Rldge or covenants easements or restilctiens of record; that all measurements shown, and - allegations made are aa.urate; that I have read.and agree to abide by all conditions panted on this application and that 1 assume full . responsblity. for compliance with the Wheat Ridge Building Code (i.B.C) and all other applicable Wheat Ridge Ordinances for. work under this penult. Plans subject to field inspection. C1f7LCE ON { WNER), (CONTRACTO r PERSONAL REPRE NI off(O PRINT NAME SIGNATURE: / .E1! ,�i.(' a"l/IS Date:"� Valuation: F C r e nt dif - Card Payment Use cre it card listed on file. Dat r name: c /'Gr/� �/U'/ Signature) A _11 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) Building Permit Number: 10877 Date: 7/20/2000 Property Owner: Property Address: 4555 FLOWER ST Contractor License No.: 18505 Company: BARTELS HEATING &AfC OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone : 423-7198 Phone: 422-3589 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Total: $3,600.00 $83.25 $0.00 $54.00 $137.25 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 Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Use: Description: INSTALL REPLACEMENT FURNACE/INSTALL COOLER 4800 CFM BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft: Approval: Zoning: Approval: Occu pancy : Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval : Expiration Date: Approval: (1) This permit was issued In accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Rid~e, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authonzed Is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and spedficatlons and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before -l)iing with successive phases of the job. (6) Th 55 a7ftce of a it or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions e i' or any other ordinance, law, rule or regulation. . ~ Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: uJ i 1/ ,'Q.1IfI G...los.c.ow Property Address: 4:;S:S- F I OWe./Q.. ~* Contractor License No.: I J>'tSO S- Company flo.MeJ.s /;I eA.:f: 1f)'J "i-li-/ ~ uoV Phone: </:13- 719P (3oV Phone: "'.)~- 3sJ-9 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value :t 3Ct,ClO. gg Permit Fee: J":l.",r Use Tax: ::;L{.oo Total :!(.'/3'7 ~ 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 aU 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 Wheat Ridge ordinances, for work under this permIt. (OWNER)(CONTRACTOR) SIGNED (j)~ M /.L.- _ ~ DATE 7MO/tJO I f) ~I ~ I I re.p / QJ!.€.1Y\e.f'd' -A.Lr(\~c. f-. . Description: =>T<U- nS t I J./I'o c.p.fYJ .8UILDING DEPARTMENT USE ONLY . . ':"lllll'!"OlV"'ll 'II.," Approval: Zoning: .:':..ILo J',." '.,[,!,' ;1\' t- Approval : ~}l' ~~i'J~;"-.!~,,,~,'llll)-)&.,;.)! Approval: Occupancy: Walls: ,.~OOf: Stories: Residential Units: . Electrical License No .1;>/91 Company . 'Sou.~U)ed. Ue.e. Plumbing License No ' Company: Mechanical License No : Company: Expiration Date: Approval: .2! PlanB;R!tll!r~ ~~] Expiration Date: Approval: .I . p~.. R!lqulred J Expiration Date: Approval: !IIr~lII"'" --" (1) 12) (3) This permrt was .ssued In accordance with the provisions set forth in yopur application and IS sublect to the laws of the State of Colorado and to the Zoning RegulatiOns and Building Code of lAlheat Ridge, Colorado or any other applicable ordinances 01 the City ThiS permit shall expire If (A) the work authonzed IS not commenced Within SIXty (60) days from Issue date or (8) the bUilding authOrized is suspended or abandoned tor a penod of 120 days. If thIS permit expires. a new permit may be acquired for a fee of one.half the amount normally reQuireo. provldeo no changes have been or will be made in the onglnal plans and specifications and any suspenSion or abandonment has not exceeded one (1) year. If changes are made or If suspenSion or abandonmenl exceeds one (1) year. full fees shalt be paid for a new permit No work 01 any manner shall be done that Will change the natural now 01 water cauSing a dratnage problem Contractor shall nollty the Building Inspeclor twenty.four (24) hours In advance for alllnspectlons and shall receive wntten approval on Inspection card belore proceedllng With successive phases of the lob The Issuance of a perml! or the approval of draWings and specifications shall not oe construea 10 be a permit lor nor an approval of. any Violation of the prOVISIons of the bUilding codes or any other ordinance. law. rule or regulation 14) (5) 16\ Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION