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HomeMy WebLinkAbout11490 W. 38th Avenuei CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTIC q03- - r,A a) ` Inspection Type: 310 - f lec- M e r lea6e Job Address: 1199 o w 3 S —A Ave Permit Number: 'D 9 / R () -;; 10 ❑ No one available for insi)ectio it}.�. "*--AM/PM Re -Inspection required: Yel No When corrections have been made, Cali for re -i ectiop_at 3 234- i DaZ i Inspectdr� DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: q O,5-- F r'n.,;L I M&C Job Address: 1141 9 o (V 30 1 iq v%e Permit Number: -3 G 1 g p 3) o 3 ;;II 1 >)1 e ❑ No one available for inspection: Time 5? :.a -7NUPM Re -Inspection required: Yes (9) When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: Tf) DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855,Office • (303) 237-8929 Fax INSPEC�TION NOTICE Inspection Type: �51O L I`"C/411.13 Ef7r Job Address: q Ce �� �� v� Permit Number: PIV X. ,C r ❑ No one available for inspection: Tim6-cam "���M/PM Re -Inspection required: Yes <.NQ When corrections have been made, call Io re -ins at 303-234-5933 Date � Inspector: DO NOT REMO E THIS NOTICE City of Wheat Ridge Residential Electric PERMIT - 201803103 PERMIT NO: 201803103 ISSUED: 12/19/2018 JOB ADDRESS: 11490 W 38th Ave EXPIRES: 12/19/2019 JOB DESCRIPTION: Installation of 16kw generator **Revision: Adding installation of gas piping for generator. Added valuation $0.00.** *** CONTACTS *** OWNER (303)944-7680 ODOM JOHN A JR SUB (720)943-1901 Texie Lowery SUB (303)420-0420 MICNAEL AHRENS 180347 BRITE STREET SOLAR BUILT 100217 EXPRESS PROS HEAT, COOL & ELEC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,000.00 FEES Total Valuation 0.00 Plan Review Fee 81.28 Use Tax 105.00 Permit Fee 125.05 ** TOTAL ** 311.33 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2012 IRC & 2017 NEC. 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 en -nit. 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 OWNB or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made -be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 orgranf of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appl e code or an rdinance 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. City of Wheat , dgc COMMUNITY DEVELOPMENT Building & Inspection Services Division irerel 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: •� Add to Permit #2,0/20'30S Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed.' Property Address: 36" Property Owner (please print): 0/dAiv 41 (�� Phone: ` Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Submitting Com ag_ny@ Contact Person: Contractor: ✓'r , �c S S �� fi S'%c', 1 jy; ' t Phone: Contractors City License #: 10L y % Phone: AN;Fi z1-; U -.2 c i- --), 3T 8 Contractor E-mail Address: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Amps Btu's Squares Gallons Other Additio>nal Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with 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. CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) o (OWNER) (CONTRACTOR) PRINT NANIE: /� e ✓V V , C� / SIGNATURE: i,. g.(if/L / (, 0/ DATE: �� DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required OCCUPANCY CLASSIFICATION Building Division Valuation: $ i CITY CSF WHEAL RIDGE 9�(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax 314 - /" e r INSPECTION N?TICE Inspection Type: F-('». l mec� Job Address: 11 qg 0 w 3 8 vim'. Permit Number: -30P D 3) o _ G ❑ No one available for inspection: Time=(M PM Re -Inspection required: 6s) No When corrections have been made, call for re -inspection at 303-234-5933 Date: 3 / 9 Inspector: —7--b DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Tim/PM Re -Inspection required�Y-s- No When corrections have been made, call Date .s --z City of ��Iheatede I;OMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORI7A'1'ION FOR1Fiil This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. 1, 5 Project Address: %��i9 �.� /� Permit #: ZUlfil �1D 3 General Contractor:�i�,r�l'`i' Electrical Sub -Contractor Company Name• Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Plumbing Sub -Contractor Company Name: Phone State License #:_ Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Mechanical Contractor Date Company Name'". 1 , /J 5 Phone: WitLicense #:-1-�N�N ���� 'equired field) uth nixed Agent Date' Cily of T�Vm Wheat d e MUNt ry DEvrLOPM_j ENT City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 may 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. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits(a)ci.wheatridize.co.us or fax to 303-237-8929. Party requesting permit extension: t10YK Syo t� 200PiV�- y Permit # 201 2 j8 19 � Property Address:_(( q9Aj 3g - (,, ]q"n Phone # -1 20-?�i -2� _ Email Address: s 'N Reason for extension request:eW Number of days requested: 11 Printed Name: O ML"'(4-0 Signature:-- Date: 3 z 2l For office use only This request has bee : p roved C Denied Extended until: 1/9 Approved by: Date: 3 ll el www.d.wheatridge.co.us The City of Wheat Ridge Third Party Form Check List Property Address `(tiro w 3& jk Avg Permit Number Za 61 Permit Issued Date to X11 l Owner Information Property Owner Information Property Owner Address j I it W 384k Av Inspector Information Inspection Company Inspector Name Inspector Contact info. Inspector Statement and Acknowledgement * I hearby acknowledge the roof I am inspecting is 6/12 or over all roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City heat Ridge Policies and Procedure and Manufacturer's recommendati n sp cifications. a/f, j Inspector: Date: Z —- Property Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the buil ' g referenced above and I give my consent for the listed third -party inspection comp n to perform my roof inspectio in lieu of the City of Wheat Ridgi n Division ' s ection. Propery Owner/ Agent: Date: This original document as well as the roofing check list, must be submitted to the Ch f Building Offical within seven days of the final inspection. Drop off in person Submit via Email Permit counter 2nd floor Kcook@ci.wheatridge.co.us 7500 W. 29th Ave Wheat Ridge CO 80033 Drafted Date: 7/26/17 Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Mid -Roof Roof InSW� CU Dt1 f- I ail I.`]j r,;n C_I ra"',❑ lnil Structural roof components j Nun I �>, s 1-11] Dail Verify that no more than 2 layers of shingles exist I run ' P,,:: 1-11 ail Flashing for roof and walls nail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) J',J ❑ rail Verify sheathing nail pattern ( See policy & Proceeduri��s) r,l/�� f _jlla�s 1_� rail Crickets and saddles where needed ❑rail Verify B vent must have boot same gauge as pipe I 1 i'iin LST ras", ❑ rail Verify vent caps 1,,/,� I1 [_1 Fail Verify no flashings are darnaged or rusted I ri/r, 'JF'a;. I ] Fall Step flashing shall be min. of 4x4 piece per shingle -'r,ira 1-J r,,s (_-_l Falx Verify scuppers allow for proper drainage _! i`_I Fail Ice and water shield 2' in heated wall spaces 1 1 N/A �'� r><a ; Cl ra Underlayments must follow 2012 IRC / 2012_ IBC Fail Verify roof slope for proper drainage Fail Dripedge shall have min of 2" overlap I I rJn� L. l Fail Dripedge should extend down min 2" past roof deck rail Dripedge shall be mechanicaly fastened 12" OC f?'hr.�n I 1 E;, 1-1 fall 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min, slope of 1:12 F] Fail Modified Bitumen, EPDM, TPO lain slope 1/4.12 slope ,f N/A C�_J Feil ,Above roof insulation R-25 rail Below roof residential R-38 1);If' Below roof commercial R-32 I�ti� ri;n i I ;,,Is-, I_I rail I Modified Bitumen, EPQM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection jil Vit_ w Roof fthirattlgs Li �_ uirernpnts Metal roof shingles shall not be installed on slope less 3:12 C] Foil Metal valley flashing shall be the same material as roof p1'1 ra;n (I rias i_j r,, l Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a rain, of 4„ ile Roofs, RecMurr :rvtes�t , ..-_...............«..-.._-_.. ..........._. .. -u. - ... I'i l r,;,1 l <s. II !;, Clay and concrete tile shall have a min. 2-1/2.12 slope Slopes 4:12 and under require double underlayrnent The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes . 'Okalparly Ow - 0"1 t c 0 n h The City of Wheat Ridge Third Party Form Check List Property Address 20 g.+- Hve- Permit Number 2-0 n n1a 199 Permit Issued Date Owner Information Property Owner Information -Tn 0 �.0 Property Owner Address Inspector Information Inspection Company iz. Inspector Name 73E> -D Inspector Contact info. Inspector Statement and Acknowl-,J----- I hearby acknowledge the roof I am inspecting is 6/12 or over all roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City gfVVhfat Ridge Policies and Procedure and Manufacturer's recommend spe i ications. Inspector: Date: Property Owner Statement of Acknowlednement *1 hearby acknowledge that I am the owner . of the building referenced above and I give my consent for the listed third-Mqrty inspec,lon clompa to perform my roof inspection n pe isio L heck list, he ief soe tion_ in lieu of the City of Wheat Rid in ision ' pection. Propery Owner/ Agent: Date: This original document as 11 as the roofing check list, must be submitteL the ief 3 Building Offical within seven days of the final insoe tion -I Drop off in person Submit via Email Permit counter 2nd floor Kgg2kci.vv eatriclge.co us 7500 W. 29th Ave Wheat Ridge CO 80033 Drafted Date: 7126/17 Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Final Roof Roof Inspoi-,tion Fail IJ rays C=1 Fail Structural roof components I N/A Fail Verify that no more than 2 layer -s of shingles exist I !.Xj 1"] Fail Flashing for roof and walls I.1 F,A If new sheathing is installed verify that h, -at it is listed in the permit description (Valuation Must be adjusted) I'a, I -I Fail Verify sheahing nail pattern ( See policy & Proceedures,) [__l -ail Crickets and saddles where needed 1 J_J 1 -ail Verify B vent must have boot same gauge as pipe, J_J Fail Verify vent caps 1 I all Verify no flashings are damaged Or rusted Fail Step flashing shall be min. of 4x.?I. piece per shingle -1 Fail Verify scuppers allow for proper drainage Pas-, Fail Ice and water shield 2' in heated wall spaces 1 1 rail Underlayrnents must follow 2012 IRC / 2012 IFY' , N/A LJ 1 -oil Verify roof slope for proper drainage Fail Dripedge shall have min of 2" overlap 1 Fail Dripedge should extend down min 2" past roof deck I Fail Dripedge shall be rnechanicaly fastened 12" OC 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope- Exception, detached garacles, patios, carports, open on three sides with min. slope of 1:12 I 1:ail Modified Bitumen, EPDM, TPO min slope 1/4-12 slope -I roil Above roof insulation R-25 r;,ii Below roof residential R-38 np, F,)il Below roof commercial R-32 1:1-lil Modified Bitumen, EPDM, TPU min slope V4-12 slope must be installed in accordance with the manufi-icturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection P4 q t a I, Roof Shingles ROQUirements, F;,ii Metal roof shingles shall not be installed on slopf', less 312 [-�.ul Metal valley flashing shall be the same material as roof J-J oil Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min, of 4" -1 -1 1-ail Clay and concrete tile shall have a ruin. 2-1/2,12 slopo r I Slopes 4.:12 and unde.r reqUir(a double underl�iVmenf The City of Wheat Ridge Inspection Check List notes Final Roof Notes A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:✓.11. :._� % ��t Job Address:; Permit Number:-%�'i'`j _AttE- A.)U - 0 one available for inspection: Tirrie QA_M/PM Re -Inspection required: Yes No When corrections have been made call for re -ins ection at 303-234-5933 Date_ Insp DO NOT RE VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L10t=- Job Address: 1 S4 Permit Number: '-2-n 1 _ '2� ❑ No one available for inspection: Tim /PM Re -Inspection required: Yeso When corrections have been made,rcalt for re -inspection at 303-234-5933 Date ---1 '"' � -- - , �Inspe or: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:✓.11. :._� % ��t Job Address:; Permit Number:-%�'i'`j _AttE- A.)U - 0 one available for inspection: Tirrie QA_M/PM Re -Inspection required: Yes No When corrections have been made call for re -ins ection at 303-234-5933 Date_ Insp DO NOT RE VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L10t=- Job Address: 1 S4 Permit Number: '-2-n 1 _ '2� ❑ No one available for inspection: Tim /PM Re -Inspection required: Yeso When corrections have been made,rcalt for re -inspection at 303-234-5933 Date ---1 '"' � -- - , �Inspe or: DO NOT REMOVE THIS NOTICE City of COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 may 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. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits nci.wheatridge.co.us or fax to 303-237-8929. Party requesting permit extension: 140-fvs' zi 44\e'r-5 �Qo Fi r`9 Permit # Zo l -168 l y� Property Address: `w (p W 38 i l Ave_ Phone # 7 2- -3 41- Zq 4 d Email Address: kumke_ Y-�� ✓� �Y �k�ncy SYo o �► Co•^'� Reason for extension request: Q.z�: JAL�k1y\p.Y W c.. s via I re_c'dy �0 es Number of days requested: �-30 Printed Name: &!u A6? }-0 Signature Date: Z j For office use only X 2 This request has been: ppr ed ❑ Denied Extended until: > 1! I ,19 Approved by: Date: Z41 1 l R www.ci.wheatridge.eoms City of Wheat Ridge /_0000'" Residential Roofing PERMIT - 201708198 PERMIT NO: 201708198 ISSUED: 10/11/2017 JOB ADDRESS: 11490 W 38th Ave EXPIRES: 03/11/2019 JOB DESCRIPTION: Residential Re -roof to install stone coated metal - 67 sq Pitch = 6/12 (3rd party inspector required) *** CONTACTS *** OWNER (303)944-7665 ODOM JOHN A JR SUB (303)274-1111 Manuel Rocha 021129 Horn Brothers Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 40,425.00 FEES Total Valuation 0.00 Use Tax 848.93 Permit Fee 626.05 ** TOTAL ** 1,474.98 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201708198 PERMIT NO: 201708198 ISSUED: 10/11/2017 JOB ADDRESS: 11490 W 38th Ave EXPIRES: 03/11/2019 JOB DESCRIPTION: Residential Re -roof to install stone coated metal - 67 sq Pitch = 6/12 (3rd party inspector required) I, by m signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be perlq�►jed is disclosed in this document and/or its° accompanying approved plans and specifications. l� 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 writingand received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Budding Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new 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 is§uance or gran ing of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap `licable code ora 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. The City of Wheat Ridge Third Party Form Check List Property Address oW Permit Number 4 Permit Issued Date 1-I— /, 3 — /1�3 Owner Information ,T Property Owner Information J2 rq Property Owner Address `1k Inspector Information Inspection Company Certified Building Consultants Inspector Name Kraig Stanforth;Travis Stanforth Inspector Contact info. 720-940-1180 TStanforthCBC@gmail.com Inspector Statement of Acknowledgement *1 hereby acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Building Department. *1 hereby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as*ell as the City of Wheat Ridge Policies and Procedures and manufacturer'slrec.gmmeidati.66s,and specifications. Inspector: Propertv Owner nt of Acknowledaemen Date: *1 hereby acknowledge thiat-l"am the owneJD?iv�isi ilding referenced above and I give my consent for the listed third -party inspeany to perform my roof ins ection in lieu of the City of Wheat RM a uil , ngspection. Property Owner/Agent: Date: This original document, as well as the roofing checklist, must be submitted'to the Chie Building Official within seven days of the final inspection Drop off in person Permit Counter 2°d Floor 7500 W. 29th Ave Wheat Ridge, CO 80033 Submit via Email Kcook@ci.wheatridge.co.us CBC Wheat Ridge Roof Inspection Packet Page 2 of 6 The City of Wheat Ridge Inspection Check List Notes Mid -Roof Roof Inspection ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A A Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ /A Pass ❑ Fail Flashing for roof and walls N/A ❑ Pass ❑ Fail If new sheathing is installed, verify that it is listed in the permit description (Valuation must be adjusted) N/A ❑ Pass ❑ Fail Verify sheathing nail pattern (see Policy and Procedures) ril N/A ❑ Pass ❑ Fail Crickets and saddles where needed N/A Pass ❑ Fail Verify vent must have boot same gauge as pipe ❑ N/AL4/ Pass ❑ Fail Verify vent caps ❑ N/A IX Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A Pass ❑ Fail Step flashing shall be min. of 44 piece per shingle N/A Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Pass ❑ Fail Underlayments must follow 2012 IRC/2012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper damage ❑ N/A Pass ❑ Fail Dripedge shall have min. of 2" overlap ❑ N/A Pass ❑ Fail Dripedge should extend down min. 2" past roof deck ❑ N/A Pass ❑ Fail Dripedge shall be mechanically fastened 12" OC ❑ N/A Pass ❑ Fail 90 LB roof roofing shall not be applied to roof slopes less than 2:12 slope. Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 p N/A ❑ Pass ❑ Fail Above roof insulation R -2S N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 Lq N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min. slope 1/4:12 slope must be installed in accordance with the manufacturer's specifications. Must have manufacturer's letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less than 3:12 N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min. of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with the sections overlapping a min. of 4" Tile Roof Requirements N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope N/A ❑ Pass ❑ Fail Slopes 4:12 and under require double underlayment CBC Wheat Ridge Roof Inspection Packet Page 3 of 6 Company Name: Inspector Signature: Date of Inspection: The City of Wheat Ridge Inspection Check List Notes Mid -Roof Notes CBC Wheat Ridge Roof Inspection Packet Page 4 of The City of Wheat Ridge Inspection Check List Notes Final Roof Roof Inspection ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A Pass ❑ Fail Flashing for roof and walls ❑ N/A Pass ❑ Fail Structural roof components N/A ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) N/A ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy and Procedures) XE1_ N/A ❑ Pass ❑ Fail Crickets and saddles where needed N/A Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps ❑ N/A Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Pass ❑ Fail Underlayments must follow 2012 IRC/2012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min. 2" of overlap ❑ N/A Pass ❑ Fail Dripedge should extend down min. 2" past roof deck ❑ N/A Pass ❑ Fail Dripedge shall be mechanically fastened 12" OC ❑ N/A Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min. slope 1/4:12 slope must be installed in accordance with the manufacturer's letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less than 3:12 N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min. of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with the sections overlapping a min. of 4" Tile Roof Requirements N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope N/A ❑ Pass ❑ Fail Slopes 4:12 and under require double underlayment CBC Wheat Ridge Roof Inspection Packet Page 5 of 6 Company Name: Inspector Signature: Date of Inspection: The City of Wheat Ridge Inspection Check List Notes Final Roof Notes CBC Wheat Ridge Roof Inspection Packet Page 6 of 6 f i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 1jJ J'I Permit Number: r 0> ❑ No one available for inspection: TimeAM/PM Re -Inspection required: Yes No When corrections /have been made, call for re-inspe303-234-5933 Date: `` Inspect DO NOT REM THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:�`� \ Job Address: Permit Number:�� ❑ No one available for inspection: Time AM/PM Re -Inspection requirp-id: Yes , No When corrections have been made, call fore e -inspection at 303-234-5933 Date: Inspect, - e DO NOT REMOVE THIS NOTICE I, by in 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��ppermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfor d and that be performed is disclosed in this document and/or its' accompanying approved plans and specifications. S' nature R orNTRACT(Circle one) Date I. Te on his ermit was issued bas-thvfii 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 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, uilding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Electric PERMIT - 201803103 PERMIT NO: 201803103 ISSUED: 12/19/2018 JOB ADDRESS: 11490 W 38th Ave EXPIRES: 12/19/2019 JOB DESCRIPTION: Installation of 16kw generator *** CONTACTS *** OWNER (303)944-7680 ODOM JOHN A JR SUB (720)943-1901 Texie Lowery 180347 Brite Street Solar Built *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,000.00 FEES Total Valuation 0.00 Plan Review Fee 81.28 Use Tax 105.00 Permit Fee 125.05 ** TOTAL ** 311.33 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2012 IRC & 2017 NEC. Subject to field inspection. I, by in 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��ppermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfor d and that be performed is disclosed in this document and/or its' accompanying approved plans and specifications. S' nature R orNTRACT(Circle one) Date I. Te on his ermit was issued bas-thvfii 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 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, uilding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of dge ]R�Wh6atk MUNITY' DEVELOPMENT Building & Inspection Services 7500 W. 29' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: ' (Z Plan/Permit # -Do 1�0 1 O 2 Plan Review Fee: C Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: .4.4y* e) w 3£r��-' �/ . � 11� l�f lel r !� F-1002 Property Owner (please print): ��Gt� jL / .D1" r� d �'YI Phone: Property Owner Email: at&m/e C'am 4f45,k - • /u Tenant Name (Commercial Projects Only) /V J 4 Property Owner Mailing Address: (if different than property address) Address: f4U14 ,C CGS 6_J_0,r :e City, State, Zip: Architect/Engineer E-mail: Phone: Contractor Name: sD jcv- :Z LAAt p L L C - City of Wheat Ridge License #: Phone: :7A0 Qq*3 151M 1 Contractor E-mail Address: O_ 1 UYV_S� Uri !r.ee , c 0 AA For Plan Review Questions & Comm/e"n"ts� (p�l'ease` print): CONTACT NAME (please print):�u.�1 �JUYLQS Phone: '7,? -0 • -i Y 3 q cm ) CONTACT EMAIL(please print): (! (� 5%J rte S�r-�. - Co l -k_ 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. ❑COMMERCIAL ❑ RESIDENTIAL 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. l /1 tdz�a aco'ly-, v 4� ti Sq. Ft./LF BTUs G(Lo tz") � '�2 Gallons Amps -70 Squares For Solar: 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) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with 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 o�iea.(,ion. CIRCLE ONE: Signature (first and last name): Printed Name: ZONING COMMMENTS: Reviewer: REPRESENTATIVE) of (OWNER) (CON RACTOR) DATE: DEPARTMENT USE ONLY BUILDING DWARTMENT COMMENTS;_ Reviewer: PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: Line-3,4'Gas Pipe G¢nS¢t HOUSE T ?e oey ze, ecacn ,.�x��uz AWG L EMF —WAY 15sW' 6cr+se� W�Cen-?03?� Jack and Lome Odom "Odom Fane" 11490 W. 381h Ave Wheatridge, CO 80033 11-27-18 Generac MIN Genset - 70371 nnwaz erHK rtirrvv� rz AwG vo arc. ;-AWG 15 LZ.N FHAWG , EMF -f City of "W �AMMl1NITtl DIViIAPAt���''+�J APPROVED Reviewed for Code Com ip iana t ' t�3 Plans E>taminer�-M� Date VA90tvof stermitt: the issuance ofa permit Of opprovOl of pbns WCOCohoru wWcompototions shall not be o permit for, won approval of, any vioblion to onyof the provisbns of the bung code or of orry City ordinorres. Permks pewndny to QW 4uthor0 to valve of coati the provhkM of the SuNift codes or ~OrAMIKes of the City shoe not be vow vl,t9 Feed —,,C C— rnyn. xywr+-z Lt. Y LlL2 U L2 CA ATS Ex ip5 nnwaz erHK rtirrvv� rz AwG vo arc. ;-AWG 15 LZ.N FHAWG , EMF -f City of "W �AMMl1NITtl DIViIAPAt���''+�J APPROVED Reviewed for Code Com ip iana t ' t�3 Plans E>taminer�-M� Date VA90tvof stermitt: the issuance ofa permit Of opprovOl of pbns WCOCohoru wWcompototions shall not be o permit for, won approval of, any vioblion to onyof the provisbns of the bung code or of orry City ordinorres. Permks pewndny to QW 4uthor0 to valve of coati the provhkM of the SuNift codes or ~OrAMIKes of the City shoe not be vow F ODOM FARM 11440 W. 38TH Ave, Wheat Ridge, CO 8003 38th AVE nl•- 16/20/22 kW GENERAL' a GUARDIAN° SERIES Residential Standby Generators INCLUDES: • True Power" Electrical Technology • Two Line LCD Multilingual Digital Evolution'" Controller (English/Spanish/ French/Portuguese) • Two Transfer Switch Options Available: 100 Amp, 16 Circuit Switch or 200 Amp Service Rated Smart Switch. See Page 5 for Details. • Electronic Governor • Standard Wi-Fi" Remote Monitoring • System Status & Maintenance Interval LED Indicators • Sound Attenuated Enclosure • Flexible Fuel Line Connector • Direct -To -Dirt Composite Mounting Pad • Natural Gas or LP Gas Operation • 5 Year Limited Warranty • Listed and Labeled by the Southwest Research Institute allowing installation as close as 18" (457 mm) to a structure.* *Must be located away from doors, windows, and fresh air intakes and in accordance with local codes. https:llassets.swri.org/libraryIDirecto(yofListedProducts/ Constructionlndustry/973_DoC_204_13204-01-01_Rev9.pdf FEATURES O INNOVATIVE ENGINE DESIGN & RIGOROUS TESTING are at the heart of Generac's success in providing the most reliable generators possible. Generac's G -Force engine lineup offers added peace of mind and reliability for when you need it the most. The G -Force series engines are purpose built and designed to handle the rigors of extended run times in high temperatures and extreme operating conditions. O TRUE POWER'" ELECTRICAL TECHNOLOGY: Superior harmonics and sine wave form produce less than 5% Total Harmonic Distortion for utility quality power. This allows confident operation of sensitive electronic equipment and micro -chip based appliances, such as variable speed HVAC systems. O TEST CRITER V PROTOTYPE TESTED NEMA MG1-22 EVALUATION J SYSTEM TORSIONAL TESTED MOTOR STARTING ABILITY Air -Cooled Gas Engine Standby Power Rating Models GO07036-1, G007037-1 (Alurninum - Bisque) - 16 kW 60 Hz Model` MM' 1(Aluminum - Bisque) - 16 kW 60 Hz Models G007039-1, G007038-1 (Aluminum - Bisque) - 20 kW 60 Hz Models G007043-2, G007042-2 (Aluminum - Bisque) - 22 kW 60 Hz GENERAL` r' UL D$ Mobs` LISTED �v Note: CUL certification only applies to unbundled units and units packaged with limited circuit switches. Units packaged with the Smart Switch are UL certified in the USA only. O SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION: This state-of-the-art power maximizing regulation system is standard on all Generac models. It provides optimized FAST RESPONSE to changing load conditions and MAXIMUM MOTOR STARTING CAPABILITY by electronically lorque-matching the surge loads to the engine. Digital voltage regulation at ±1 %. O SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer network provides parts and service know-how for the entire unit, from the engine to the smallest electronic component. GENERAC TRANSFER SWITCHES: Long life and reliability are synonymous with GENERAC POWER SYSTEMS. One reason for this confidence is that the GENERAC product line includes its own transfer systems and controls for total system compatibility. O MOBILE LINK" REMOTE MONITORING: FREE with every Guardian Series Home standby generator. Allows you to monitor the status of your generator from anywhere in the GENERAC M1 _ _ ��..< world using a smartphone, tablet, or PC. Easily access information such as the current P R PROMISE I S E®, ©� operating status and maintenance alerts. Connect your account to your authorized service dealer far fast, friendly and proactive service. With Mobile Link, you are taken care of before the next power outage. GENERAC® 16/20/22 kW features and benefits Engine Switch (if applicable) • Generac G -Force design Maximizes engine "breathing" for increased fuel efficiency. Plateau honed cylinder walls and plasma moly Fully automatic rings helps the engine run cooler, reducing oil consumption resulting in longer engine life. • "Spiny-lok" cast iron cylinder walls Rigid construction and added durability provide long engine life. • Electronic ignition/spark advance These features combine to assure smooth, quick starting every time. • Full pressure lubrication system Pressurized lubrication to all vital bearings means better performance, less maintenance and longer engine Evolution" Controls life. Now featuring up to a 2 year/200 hour oil change interval. • Low oil pressure shutdown system Shutdown protection prevents catastrophic engine damage due to low oil. • High temperature shutdown Prevents damage due to overheating. Generator • Revolving field • Skewed stator • Displaced phase excitation • Automatic voltage regulation • UL 2200 listed Allows for a smaller, light weight unit that operates 25°% more efficiently than a revolving armature generator. Produces a smooth output waveform for compatibility with electronic equipment. Maximizes motor starting capability. Regulates the output voltage to ±1% prevents damaging voltage spikes. For your safety. Transfer Switch (if applicable) • Fully automatic Transfers your vital electrical loads to the energized source of power. • NEMA 3R Can be installed inside or outside for maximum flexibility. • Remote mounting Mounts near your existing distribution panel for simple, low-cost installation. Evolution" Controls • Auto/Manual/Off illuminated buttons Selects the operating mode and provides easy, at -a -glance status indication in any condition. • Two-line LCD multilingual display Provides homeowners easily visible logs of history, maintenance and events up to 50 occurrences. • Sealed, raised buttons Smooth, weather -resistant user interface for programming and operations. • Utility voltage sensing Constantly monitors utility voltage, setpoints 65% dropout, 80% pick-up, of standard voltage. • Generator voltage sensing Constantly monitors generator voltage to ensure the cleanest power delivered to the home. • Utility interrupt delay Prevents nuisance start-ups of the engine, adjustable 2-1500 seconds from the factory default setting of five (5) seconds by a qualified dealer. • Engine warm-up Ensures engine is ready to assume the load, setpoint approximately 5 seconds. • Engine cool -down Allows engine to cool prior to shutdown, setpoint approximately 1 minute. • Programmable exercise Operates engine to prevent oil seal drying and damage between power outages by running the generator for 5 minutes every other week. Also offers a selectable setting for weekly or monthly operation providing flexibility and potentially lower fuel costs to the owner. • Smart battery charger Delivers charge to the battery only when needed at varying rates depending on outdoor air temperature. Compatible with lead acid and AGM -style batteries. • Main line circuit breaker Protects generator from overload. • Electronic governor Maintains constant 60 Hz frequency. Unit • SAE weather protective enclosure Sound attenuated enclosures ensure quiet operation and protection against mother nature, withstanding winds up to 150 mph. Hinged key locking roof panel for security. Lift -out front for easy access to all routine maintenance items. Electrostatically applied textured epoxy paint for added durability. • Enclosed critical grade muffler Quiet, critical grade muffler is mounted inside the unit to prevent injuries. • Small, compact, attractive Makes for an easy, eye appealing installation, as close as 18" (457 mm) away from a building. VCNCliAC '3= 16/20/22 kW features and benefits Installation System • 1 ft (305 mm) flexible fuel line connector Absorbs any generator vibration when connected to rigid pipe. • Direct -to -dirt composite mounting pad Complex lattice design prevents settling or sinking of the generator system. • Integral sediment trap Prevents particles and moisture from entering the fuel regulator and engine, prolonging engine life. Remote Monitoring • Ability to view generator status Monitor your generator via your smartphone, tablet, or computer at any time via the Mobile Link application for • Ability to view generator Exercise/Run and Total Hours • Ability to view generator maintenance information • Monthly report with previous month's activity. • Ability to view generator battery information • Weather information complete peace of mind Review the generator's complete protection profile for exercise hours and total hours Provides maintenance information for your specific model generator when scheduled maintenance is due Detailed monthly reports provide historical generator information Built in battery diagnostics displaying current state of the battery Provides detailed local ambient weather conditions for generator location 16/20/22 kW GENERAL° specifications Gc,nctator _ .. Model G007035-1, G007036-1, 6007038-1, G007039-1 G007042-2, G007043-2 6007037-1 (16 kW) (20 kW) (22 kW) Rated Maximum Continuous Power Capacity (LP) 16,000 Watts' 20,000 Watts' 22,000 Watts` Rated Maximum Continuous Power Capacity (NG) 16,000 Watts` 18,000 Watts' 19,500 Watts Rated Voltage 240 240 240 Rated Maximum Continuous Load Current — 240 Volts (LP/NG) 66.7/66.7 83.3/75.0 91.7/81.3 Total Harmonic Distortion Less than 5% Less than 5% Less than 5% Main Line Circuit Breaker 70 Amp 90 Amp 100 Amp Phase 1 1 1 Number of Rotor Poles 2 2 2 Rated AC Frequency 60 Hz 60 Hz 60Hz Power Factor 1.0 1.0 1.0 Battery Requirement (not included) 12 Volts, Group 26R 540 CCA Minimum or Group 35AGM 650 CCA Minimum Unit Weight (Ib/kg) 409/186 448/203 466/211 Dimensions (L x W x H) in/mm 48 x 25 x 29 / 1 218 x 638 x 732 Sound output in dB(A) at 23 it (7 m) with generator operating at normal load" 67 67 67 Sound output in dB(A) at 23 It (7 m) with generator in Quiet -Test'" law -speed exercise mode" 55 55 57 Exercise duration 5 min 5 min 5 min Ugine Type of Engine GENERAC G -Force 1000 Series Number of Cylinders 2 2 2 Displacement 999 cc 999 cc 999 cc Cylinder Block Aluminum w/ Cast Iron Sleeve Valve Arrangement Overhead Valve Overhead Valve Overhead Valve Ignition System Solid-state w/ Magneto Solid-state w/ Magneto Solid-state w/ Magneto Governor System Electronic Electronic Electronic Compression Ratio 9.5:1 9.5:1 9.5:1 Starter 12 VDC 12 VDC 12 VDC Oil Capacity Including Filter Approx. 1.9 qt / 1.8 L Approx. 1.9 qt / 1.8 L Approx. 1.9 qt / 1.8 L Operating rpm 3,600 3,600 3,600 Fuel Consumption Natural Gas ft3/hr (m3/hr) 1/2 Load 218 (6.17) 204 (5.78) 228 (6.46) Full Load 309 (8.75) 301 (8.52) 327 (9.26) Liquid Propane Oft (gal/hr) [I/hr] 1/2 Load 74 (2.03) [7.70] 87 (2.37) [8.99] 92 (2.53) [9.57] Full Load 107 (2.94) [11.11] 130 (3.56) [13.48] 142 (3.90) [14.77] Note: Fuel pipe must be sized for full load. Required fuelapressure to generator fuel inlet at all load ranges - 3.5-7" water column (7-13 mm mercury) for natural gas, 10-12" water column (19-22 mm mercury) for LP gas. For BTU content multiply ft3/hr x 2500 (LP) or ft /hr x 1000 (NG). For Megajoule content multiply ni x 9315 (LP) or m3/hr x 37.26 (NG) �4antrv4� Two -Line Plain Text Multilingual LCD Display Simple user interface for ease of operation. Mode Buttons:Auto Automatic Start on Utility failure. 7 day exerciser. Manual Start with starter control, unit stays on. If utility fails, transfer to load takes place. Off Stops unit. Power is removed. Control and charger still operate. Ready to Run/Maintenance Messages Standard Engine Run Hours Indication Standard Programmable start delay between 2-1500 seconds Standard (programmable by dealer only) Utility Voltage Loss/Return to Utility Adjustable (Brownout Setting) From 140-171 V / 190-216 V Future Set Capable Exerciser/Exercise Set Error Warning Standard Run/Alarm/Maintenance Logs 50 Events Each Engine Start Sequence Cyclic cranking: 16 sec on, 7 rest (90 sec maximum duration). Starter Lock -out Starter cannot re-engage until 5 sec after engine has stopped. Smart Battery Charger Standard Charger Fault/Missing AC Warning Standard Low Battery/Battery Problem Protection and Battery Condition Indication Standard Automatic Voltage Regulation with Over and Under Voltage Protection Standard Under-Frequency/Overload/Stepper Overcurrent Protection Standard Safety Fused/Fuse Problem Protection Standard Automatic Law Oil Pressure/High Oil Temperature Shutdown Standard Overcrank/Overspeed (@ 72 Hz)/rpm Sense Loss Shutdown Standard High Engine Temperature Shutdown Standard Internal FaulVlncorrect Wiring Protection Standard Common External Fault Capability Standard Field Upgradable Firmware Standard Sound levels are taken from the front of the generator. Sound levels taken from other sides of the generator may be higher depending on Installation parameters. Rating definitions - Standby. Applicable far supplying emergency power for the duration of the utility power outage. No overload capability is available for this rating. (All ratings in accordance with BS5514, IS03046 and DIN6271). ` Maximum kilovolt amps and current are subject to and limited by such factors as fuel Btu/megajoule content, ambient temperature, altitude, engine power and condition, etc. Maximum power decreases about 3.5 percent for each 1,000 feet (304.8 meters) above sea lever, and also will decrease about 1 percent for each 6 °C (10 °F) above 16'C (60 T). 16/20/22 kW Limited Circuits Switch Features • 16 space, 24 circuit, breakers not included. • Electrically operated, mechanically -held contacts for fast, positive connections • Rated for all classes of load, 100% equipment rated, both inductive and resistive. • 2 -pole, 250 VAC contactors. • 30 millisecond transfer time. • Dual coil design. • Rated for both copper and aluminum conductors. • Main contacts are silver plated or silver alloy to resist welding and sticking. • NEMA/UL 3R aluminum outdoor enclosure allows for indoor or outdoor mounting flexibility. • Multi listed for use with V standard, tandem, GFCI and AFCI breakers from Siemens, Murray, Eaton and Square D for the most flexible and cost effective install. Dimensions Height Width Depth H1 H2 W1 W2 Ground Lug in 26.75 30.1 10.5 13.5 6.91 mm 679.4 764.3 266.7 343.0 175.4 Wire Ranges Conductor Lug Neutral Lug Ground Lug 1/0-#14 2/0-#14 2/0-#14 Service Rated Smart Switch Features • Includes Digital Power Management Technology standard (DPM). • Intelligently manages up to four air conditioner loads with no additional hardware. • Up to four more large (240 VAC) loads can be managed when used in conjunction with Smart Management Modules (SMMs). • Electrically operated, mechanically -held contacts for fast, clean connections. • Rated for all classes of load, 100% equipment rated, both inductive and resis- tive. • 2 -pole, 250 VAC contactors. • Service equipment rated, dual coil design. • Rated for both aluminum and copper conductors. • Main contacts are silver plated or silver alloy to resist welding and sticking. • NEMA/UL 313 aluminum outdoor enclosure allows for indoor or outdoor mount- ing flexibility. Dimensions 200 Amps 120/240, 1a Open Transition Service Rated Height Width Depth H1 H2 W1 W2 in 26.75 30.1 10.5 13.5 6.91 mm 679.4 764.3 266.7 343.0 175.4 GENERACO switch options Model G007036-1 (16kW) No. of Poles 2 Current Rating (Amps) 100 Voltage Rating (VAC) 1201240, 10 Utility Voltage Monitor (Fixed)* Standard -Pick-up 80% -Dropout 65% Return to Utility* approx. 45 sec Exercises bi-weekly for 5 minutes* Standard UL Listed Standard Total Circuits Available 24 Tandem Breaker Capabilities 8tandems Circuit Breaker Protected Available RMS Symmetrical 10,000 Fault Current @ 250 Volts *Function of Evolution Controller Exercise can be set to weekly or monthly DEPTH Model G007037-1 (16 kW)/G007039-1 (20 kW)/ G007043-2 (22 kW) No, of Poles 2 Current Rating (Amps) 200 Voltage Rating (VAC) 120/240,10 Utility Voltage Monitor (Fixed)* -Pick-up 80% -Dropout 65% Return to Utility* approx.13 sec Exercises bi-weekly for 5 minutes* Standard UL Listed Standard Enclosure Type NEMA/UL 3R Circuit Breaker Protected 22,000 Lug Range 250 MCM - #6 *Function of Evolution Controller Exercise can be set to weekly or monthly DEPTH GENERAC 16/20/22 kW available accessories Model # Product Description G007036-1 The Wi-Fl enabled LP fuel level monitor provides constant monitoring of the connected LP fuel tank. Mon - G007005 -0 Wi-Fi LP Fuel Level Monitor itoring the LP tank's fuel level is an important step in making sure your generator is ready to run during an G007038-1 unexpected powerfailure. Status alerts are available through a free application to notify when your LP tank G007039-1 is in need of a refill. G005819-0 26R Wet Cell Battery Every standby generator requires a batteryto startthe system. Generac offers the recommended 26R wet G007043-2 cell battery for use with all air-cooled standby product (excluding PowerPact®). G007101-0 Battery Pad Warmer The pad warmer rests underthe battery. Recommended for use if the temperature regularly falls below 0 °F 18 °C). (Not necessary for use with AGM -style batteries). G007102-0 Gil Warmer Oil warmer slips directly over the oil filter. Recommended for use if the temperature regularly falls below 0 °F (-18 °C). G007103-1 Breather Warmer The breather warmer is for use in extreme cold weather applications. For use with Evolution controllers only in climates where heavy icing occurs. G005621-0 Auxiliary Transfer Switch The auxiliary transfer switch contact kit allows the transfer switch to lock out a single large electrical load' Contact Kit you may not need. Not compatible with 50 amp pre -wired switches. Fascia Base Wrap Kit The fascia base wrap snaps together around the bottom of the new air cooled generators. This offers a G007027-0 - Bisque (Standard on 22 kW) sleek, contoured appearance as well as offering protection from rodents and insects by covering the lifting: holes located in the base. If the generator enclosure is scratched or damaged, it is important to touch up the paint to protect from G005703-0 - Bisque Paint Kit future corrosion. The paint kit includes the necessary paint to properly maintain or touch up a generator , enclosure. G006485-0 Scheduled Maintenance Kit Generac's scheduled maintenance kits provide all the hardware necessary to perform complete routine maintenance on a Generac automatic standby generator. Smart Management Module Smart Management Modules are used in conjunction with the Automatic Transfer Switch to increase its G006873-0 (50 Amps) power management capabilities. It provides additional power management flexibility not found in any other; power management system. dimensions & UPCs Dimensions shown are approximate. Refer to installation manual for exact dimensions. DO NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES. LEFT SIDE VIEW lae.e b FRONT VIEW Model UPC G007035-1 696471074161 G007036-1 696471074154 G007037-1 696471074178 G007038-1 696471074185 G007039-1 696471074192 G007042-2 696471074208 G007043-2 696471074215 GENE RAC® Generac Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com 02018 Generac Power Systems, Inc. NI rights reserved. All specifications are subject to change without notice. Part No. 10000000194-H (8/01/18) )/ (� � 2 \ k fill fl r , ■ g 2 �i I � k � i CITY OF WHEAT RIDGE . Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTIC Inspection Type: Job Address: Lf c�) C) Permit Number: <: - J4 f T LlNo one available for inspection: Time M!F'M Re -Inspection required: Yes �lo When corrections have been made, call for.re-inspection at 303-234- Date Z'_j�5933 .� Ins e `� � : � pC DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303)134-5933 Inspection line', (333) 235'=2855 Office • (303) 237-8.929 Fax INSPECTION NOTICE Inspection Type: M Job Address: ! Permit Number: a "b0 L Gr+ ❑ No one available for inspection: Time t�J AM/P�) Re -Inspection required:Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: U lit Inspector:' DO NOT REMOVE THIS NOTICE City of Wheat Ridge ... _ Residential Roofing PERMIT - 201803120 PERMIT NO: 201803120 ISSUED: 12/03/2018 JOB ADDRESS: 11490 W 38th Ave EXPIRES: 12/03/2019 JOB DESCRIPTION: Reroof remove and install rolled modified bitumen and asphalt dimensional shingles with total 93.31 squares, 5 squares flat and 88.31 squares pitched. Pitches 2/12,4/12 to 12/12. Old Barn, Amish Barn and Small Barn. *** CONTACTS *** OWNER (303)944-7680 ODOM JOHN A JR SUB (800)255-1204 Braden Banes 170660 Axe Roofing, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 66,723.18 FEES Total Valuation 0.00 Use Tax 1,401.19 Permit Fee 866.40 ** TOTAL ** 2,267.59 *** COMMENTS *** *** CONDITIONS *** midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75% 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% 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. City of Wheat Ridge Residential Roofing PERMIT - 201803120 PERMIT NO: 201803120 ISSUED: 12/03/2018 JOB ADDRESS: 11490 W 38th Ave EXPIRES: 12/03/2019 JOB DESCRIPTION: Reroof remove and install rolled modified bitumen and asphalt dimensional shingles with total 93.31 squares, 5 squares flat and 88.31 squares pitched. Pitches 2/12,4/12 to 12/12. Old Barn, Amish Barn and Small Barn. 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 1 am the legal owner or have been authorized by the le !Iowneftheropeyand r ortam authorizedtoobtainthisin conjunction with thispeiI f>�rther attest that I am leggally authorized to include all en 'ties n ed within this document as parties to the work to be pei� n ed�d that all work to be performed is disclosed in this documclit an /or its' accompanying approved plans and specifications. Sigatuiof OVUR!CONTRACTOR (Circle one)at 1. This permit was issued based on the information provided in the permit ap lication 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 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 If a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicabl ode or any o ance 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. enia Reimer JO/ ? �) 31 From: no-reply@ci.wheatridge.co.us Sent: Friday, November 30, 2018 5:39 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina 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. The Building Division permit counter is open from 7:30 am to 3:30 pm, Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) 11490 West 38th Ave 80033 John A Odom 303 944 7665 -57 Property Owner Email lorrieodom@comcast.net Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Axe Roofing Contract Signed John Odom.pdf Contract CONTRACTOR INFORMATION Contractor Business Axe Roofing LLC Name Contractor's License 170660 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 800-255-1204 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 510 Compton St Suite #101 (Primary address of your business) Contractor Email Address permits@axeroofing.com Retype Contractor Email permits@axeroofing.com Address DESCRIPTION OF WORK TOTAL SQUARES of 93.31 the entire scope of work: Project Value (contract 66723.18 value or cost of ALL materials and labor) Are you re-decking the No roof? Is the permit for a flat Flat roof (less than 2:12 pitch), Pitched roof (2:12 pitch or roof, pitched roof, or greater) z both? (check all that apply) What is the pitch of the FLAT roof? How many squares are part of the FLAT roof? Describe the roofing material for the FLAT roof: Type of material for the FLAT roof: What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: 2:12 5 Modified Bitumen Rolled 4:12-12:12 88.31 Asphalt dimensional shingles Asphalt Provide any additional For Old barn, amish barn and small barn detail here on the description of work. (Is this for a house or garage? Etc) 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 3 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. 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 Braden Barnes Permit Email not displaying correctly? View it in your browser. City of Wheat Ridge s' Residential Solar PERMIT - 201802982 PERMIT NO: 201802982 ISSUED: 11/21/2018 JOB ADDRESS: 11490 W 38th Ave EXPIRES: 11/21/2019 JOB DESCRIPTION: Install 2.03 kw solar PV system; 7 panels; no structural required; located on barn, connected to barn *** CONTACTS *** OWNER (303)431-2800 ODOM JOHN A JR SUB (720)943-1901 Texie Lowery 180347 Brite Street Solar Built *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,011.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** 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 in si nature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable uilding codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the le al owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this pe rt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perforoed nd that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signtur ' OWNER o CONTRACTOR, Circle one) Date 1. T ' permit was issued bas ormation provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 gran ti of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any apphcaar anor regulation of this jurisdiction. Approval of work is subject to field inspection. appli an ., Signature of Chief Auilding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Whe2t l\1d COMMUNtTY DEVELOPMENT Building & Inspection Services 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # l 1 nA 0 Plan Review Fee: � god 0 (3 V) V_ -A Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: I/ gVC. Gyl� Aa4,-C kDy 3 Property Owner (please print): Z_Zj rL a 11"1c 6'Jd'o Phone: ,�,7 * y y. 74,,J6 Property Owner Email: 1 rr Lip tDd'em 4 - Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: c57_ 4.5 4,1 -oto e - City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor Name: Phone: City of Wheat Ridge License #: `Yy 3 Y 7 Phone:y 9 c/3 / `2 c)1 Contractor E-mail Address:_ For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 4�44AL4 " &_yp S Phone: '72-4 <143 CONTACT EMAIL(please print): 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 ri City License # Complete all highlighted fields. ❑COMMERCIAL MRESIDENTIAL 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. Sq. FULF / 5-4,'u 441 ci✓t v/ C' 0?,0 3 J/a "e) ✓ 14-t� BTUs Gallons Amps Squares For Solar: Q, �'3 KW _ # of Panels 11 � 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) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 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-=tication. CIRCLE ONE. (OWNER) Signature (first and last name): Printed Name: ZONING COMMMENTS: Reviewer: UTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) G, DATE: DEPARTMENT USE ONLY BUILDING DEPARTMENT COJv1MENTS: Reviewer: / �,(JfI — 'l �d Ig PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: T�R E fl G I tl E E R S VSE Project Number: U2673-0125-181 October 26, 2018 Sofdesk Inc. 642 de Courcelle, Suite PH4 Montreal, QC, Canada, H4C 3C5 REFERENCE: Lorrie & Jack Odom (Central) Barn: 11490 West 38th Avenue, Wheat Ridge, CO 80033 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code: International Building Code, 2012 Edition Risk Category: II Design wind speed: 136 mph (3 -sec gust) per ASCE 7-10 3 Wind exposure category: C Ground snow load: 30 psf Q. 0 Existing Roof Structure Lsi Roof structure: 2x8 rafters @ 24" O.C. Roofing material: composite shingles Connection to Roof Mounting connection: (1) 5/16" lag screw w/ min. 2.5" embedment into framing at max. 48" O.C. along rails Conclusions Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array, other live loads will not be present or will be greatly reduced. The attached calculations verify the capacity of the existing structural members to support the additional solar load. The solar array will be flush -mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift), the governing load case. Because the increase in lateral forces is less than 10%, this addition meets the requirements of the exception in Section 3403.4 of the 2012 IBC. Thus the existing structure is permitted to remain unaltered. 651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com I I paw Y � T E n tj i n E E R s Limitations VSE Project Number: U2673-0125-181 Lorrie Jack Odom (Central) Barn 10/26/2018 Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry -wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as -built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered, except at array ends, so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables. The design of the solar panel racking (mounts, rails, etc.), and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING, LLC T 34967':[ 10/26/2018 Roger Alworth, P.E. CO License: 34967 - Expires: 10/31/2019 Principal Enclosures RTA/cbw city 0" Wheat Ridge a?9 Dive` 651 W. Galena Park Blvd., Ste. 101 11 Draper, UT 84020 / T (801) 990-1775 /F (801) 990-1776 / www.vectorse.com JOB NO.: U2673-0125-181 TSUBJECT: WIND PRESSURE E n G i n E E R S PROJECT: Lorrie & Jack Odom (Central) Barn Com onents and Cladding Wind Calculations Label: ISolar Panel Array SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 136 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]: 25 (Approximate) Comp/Cladding Location: Gable/Hip Roofs 7° < E)!5 27° Enclosure Classification: Enclosed Buildings Zone 1 GCP: 0.9 Figure 30.4-213 Zone 2 GCP: 1.7 Zone 3 GCP: 2.6 a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.95 Table 30.3-1 KZt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 38.0 Equation 30.3-1 GCP;: 0 Table 26.11-1 Note: Calculations per ASCE 7-10 Hip? (enter largest abs. value) (enter largest abs. value) (enter largest abs. value) (largest abs. value) OUTPUT: p = q, GCS — GCS, Equation 30.9-1 Zone 1 Pressure, p [psf]: 34.2 psf (1.0 W, Interior Zones*) Zone 2 Pressure, p [psf]: 64.7 psf (1.0 W, End Zones*) Zone 3 Pressure, p [psf]: 98.9 psf (1.0 W, Corner Zones* within a) (a= 3 ft) No city of Wheat Ridge qc , X09 D'4\'-' JOB NO.: U2673-0125-181 SUBJECT: CONNECTION E n O i n E E R s PROJECT: Lorrie & Jack Odom (Central) Barn Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: 5/16 : Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. Trib. Max. Uplift (0.6 Wind) Tributary Areae Embedment' [in]: 2.5 (psf) Width (ft) (ft) Force (Ibs) Grade: SPF (G = 0.42) Zone Capacity [lbs/in]: 205 NDS Table 12.2A 1 20.5 4.0 11.0 226 Number of Screws: 1 2 38.8 4.0 11.0 427 Prying Coefficient: 1.4 Total Capacity [lbs]: 586 Demand< Capacity: CONNECTION OKAY 1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective. The length of the tapered tip is not part of the embedment length. 2. 'Max. Trib Area' is the product of the 'Max. Tributary Width' (along the rails) and 1/2 the panel width/height (perpendicular to the rails). City of Wheat Ridge 6�/0,/17g 01 46Q� )6/ T � E n e i n E E R S PROJECT: Lorrie & Jack Odom (Central) Barn CALCULATE ESTIMATED GRAVITY LOADS ROOF DEAD LOAD (D Roof Pitch/12 Composite Shingles 1/2" Plywood Framing Insulation 1/2" Gypsum Clg. M, E & Misc ROOF LIVE LOAD (Lr) JOB NO.: U2673-0125-181 SUBJECT: GRAVITY LOADS Increase due to Original pitch loading 2.2 5.9 1.1 26 3.0 psf 0.0 psf 0.0 psf 0.0 psf DL 6 psf PV Array DL 3 psf 1.11 2.0 psf 1.11 1.0 psf %./1ty Of Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1 Roof Live Load With PV Array [psf] 0 Wheat Ridge w/ Solar Panel 105 _ SNOW LOAD (S): Roof Slope [x:12]: Roof Slope [°]: Snow Ground Load, p9 [psf]: Terrain Category: Exposure of Roof: Exposure Factor, Ce: Thermal Factor, Ct: Risk Category: Importance Factor, Is: Flat Roof Snow Load, pf [psf]: Minimum Roof Snow Load, pm [psf]: Unobstructed Slippery Surface? Slope Factor Figure: Roof Slope Factor, Cs: Sloped Roof Snow Load, ps [psf]: Design Snow Load, S [psf]: Existi 5.9 5.9 26 26 30 30 C C Fully Exposed Fully Exposed 0.9 0.9 1.1 1.1 II II 1.0 1.0 21 21 30 30 No Yes Figure 7-2b Figure 7-2b 1.00 0.73 21 15 30 30 ASCE 7-10, Section 7.2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-3 ASCE 7-10, Table 1.5-1 ASCE 7-10, Table 1.5-2 ASCE 7-10, Equation 7.3-1 ASCE 7-10, Section 7.3.4 ASCE 7-10, Section 7.4 ASCE 7-10, Section 7.4 ASCE 7-10, Figure 7-2 ASCE 7-10, Equation 7.4-1 LA .y o WR g R O a y N - � a w 5 w w w � N N y w W N m o n v D N ry W W W cf Q Q Q D f/1 fn N N J J J C7 (7 U' J J X u > > Q O D D. 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EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE I S. WORKING CLEARANCES AROUND THE EXITING WITH THE 2017 NEC, 2015 IRC, 2015 IFC AND ALL OTHER ELECTRICAL EQUIPMENT AS WELL AS THE NEW APPLICABLE REQUIREMENTS OF THE CITY OF WHEAT ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN RIDGE ACCORDANCE WITH NEC 110.26 2. PHOTOVOLTAIC ARRAYS SHALL BE PROVIDED WITH DC GROUND -FAULT PROTECTION. NEC 690.5 3. DC GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED ACCORDING TO NEC 250.166. NEC690.47 B 4. DC GROUNDING ELECTRODE SHALL BE BONDED TO TH AC GROUNDING ELECTRODE AND THE CONDUCTOR SHALL BE NO SMALLER THAN THE LARGEST GROUNDING ELECTRODE CONDUCTOR, EITHER AC OR DC. NEC 690.47 C7 5. THE AC GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED ACCORDING TO NEC 250.66 AND TABLE 310.15 B 6 FOR DWELLINGS. NEC 690.47 C 2 6. GROUNDING BUSHINGS ARE REQUIRED AROUND PRE -PUNCHED CONCENTRIC KNOCKOUTS ON THE DC SIDE OF THE SYSTEM. NEC 250.97 7. GROUNDING SHALL BE CONTINUOUS AND INSTALLED TO ALLOW FOR PANEL REMOVAL WITHOUT DISRUPTING CONTINUITY. ALL MODULE GROUND CONNECTIONS SHA BE MADE IN ACCORDANCE WITH NEC 690.4 (C) 9. ALL PHOTOVOLTAIC SYSTEM CONDUCTORS WILL BE 90 DEGREE C RATED. NEC 690.31 B, TABLE 310.16, TABLE 310.17 10. WHERE DC CONDUCTORS ARE RUN INSIDE THE BUILDING (OR ATTIC), THEY SHALL BE CONTAINED IN A METAL RACEWAY. NEC 690.31 E) 11. ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES SHALL BE RAIN -TIGHT AND APPROVED FOR USE IN WET LOCATIONS. NEC314.15 12. ANY CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT. NEC 300.6 C1, 310.8 D 13. ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY CONTINUOUS. NEC 250.90, 250.96 14. ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY AND INSTALLED PER THE LISTING REQUIREMENTS AND THE MANUFACTURERS INSTRUCTIONS. NEC 690.9(A) FOR MORE INFO SEE NOTES AND REFERENCES PAGE ABBREVIATIONS A AMPERE AC ALTERNATING CURRENT AHJ AUTHORITY HAVING JURISDICTION BLDG BUILDING CB COMBINER BOX CP COMBINER PANEL DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR EMT ELECTRICAL METALLIC TUBING EQ EQUAL FSB FIRE SETBACK GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND I CURRENT IBC INTERNATIONAL BUILDING CODE IFC INTERNATIONAL FIRE CODE Imp CURRENT AT MAX POWER INV(S) INVERTER(S) Isc SHORT-CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL LC LOAD CENTER MAX MAXIMUM MIN MINIMUM MP MOUNTING PLANE NEC NATIONAL ELECTRIC CODE NTS NOT TO SCALE OC ON CENTER Pnom NOMINAL POWER POI POINT OF INTERCONNECTION PV PHOTOVOLTAIC PVC POLYVINYL CHLORIDE RBC RESIDENTIAL BUILDING CODE SFD SINGLE FAMILY DWELLING STC STANDARD TESTING CONDITIONS SUB SUB PANEL SWH SOLAR WATER HEATER TCF TEMPERATURE CORRECTION FACTOR TYP TYPICAL LION UNLESS OTHERWISE NOTED V VOLT Vmp VOLTAGE AT MAX POWER Voc OPEN -CIRCUIT VOLTAGE W WATT SCOPE OF WORK QTY 7 1 1 1 1 1 Upso!ar UP-M290M Froniuc Galvo 2.0-1 PV kWh METER 60A AC DISCONNECT 60A FUSED AC DISCONNECT UL LIS, ED JUNCTION BOX (FOR SSC) POI - S;)PPLY SIDE CONNECTION (SSC) J -BOX, RACEWAYS, AND WIRING TOTAL SYSTEM SIZE 2.03 kW (DC) LEGEND - x N � o INVERTER W/ U) a IN J (INTEGRATED DC DISCO) N m m z UTIL UTILITY METER &SERVICE o ENTRANCE FmS MAIN SERVICE PANEL Y N O UM UTILITY METER ° N N g o a PVM PV SYSTEM METER N CL o LL DC DC DISCONNECT Y o w N r AC AC DISCONNECT (UNFUSED) _ o FA -C-1 AC FUSED DISCONNECT LC LOAD CENTER FENCE/BLOCK WALL PROPERTY LINE Lu w �, U -. 'm 0 TRENCH Q ui a '0 o yo co CONDUIT NDO Llr w 2 m « Digitally signed by VO��pOEMAN/g9G�'FO > o Methode 53049 y O 0 Maniraguha,PE Exp. 10 / 31 / 19 Date: 2018.09.06F�fcr0,P`�`�` 10:51:45 -07'00' Fss/pNAtE��'\ °� go � �' hea�R'0' PAGE INDEX �o PV 1 COVER SHEET 9 Diws�� PV 2 SITE PLAN Designer: PV 3 PV LAYOUT C=NTS 9/3/2018 PV 4 DETAILS & UPLIFT CALCULATIONSee: PV 5 ONE LINE DIAGRAM Project: ODOM PV 5.1 THREE LINE DIAGRAM PV 6 PV 7 CS LABELS NOTES & REFERENCES CUT SHEETS ±,` '` ) -` Upsolar UP-M290M SOLAR MODULE MODULE CLAMP ATTACHED W/ SS BOLT AND CHANNEL NUT SUNMODO MOUNTING RAIL SUNMODO LFOOT ATTACH W/ 5/16" S.S. FLANGE NUT SUNMODO COMPOSITION ROOF FLASHING (E) COMP (E) ROOF DECKING (E) 2X8 RAFTER @ 24" O.C. 5/16" S.S. LAG SCREW. 2.5" MIN EMBEDMENT Scale: 1' 1/2" = 1' UAiMOTT MODULE: Upsolar UP-M290M ORIENTATION: LANDSCAPE CONTIGUOUS SOiFT: 146- Largest Array MOUNTING HARDWARE RAIL: SUNMODO STANDOFF/STANCHION: SUNMODO FRAMING MEMBER RAFTERITRUSS SIZE: 2 X 8 RAFTER/TRUSS SPACING: 24" O.C. ROOF MEAN HEIGHT: 25' ' MATERIAL: COMP SHAPE: PITCHED PITCH: 26° GEOGRAPHY _ EXPOSURE CATEGORY: C BASIC WIND SPEED: 136 SNOW LOAD (PSF): 35 O9_pg0 Li L�yyo s4 ua 34967 �® E n e I n e E R ,..s._ o a °° 10/26/2018 //��/�O O 0751 W. GALENA PARK BLVD. STE. 101 PHONE (8Q 71 990-1775 [' n o DRAPER, UTAH 84020 WWW. VECTORSE.COM �OC(T s*®°Yoo°eoa(�\��� vect0 SProject ural enginerngbehas r: reviewed he eOxi125-181 V /D fVAL `LL`1\-V' - ture with loading from the solar array and lag screw connections to the existing framing. The design of the racking system, connections, and all other structure is by others. Electrical, mechanical, architectural, and all other nonstructural aspects of the design are by others. U) z 0 O6Q U 'M J Z ;o Jo _'o <Q WU oo0 Q� 0�� J wheat RBc►f esigner Sofdesk ca e: SEE DETAIL Date: 9/3/2018 rolec ODOM (---"/) L o�corr�rcT MODULE SPECS GENERAL NOTES AC CALCS 120% RULE MAIN PANEL SPECS GROUNDING NOTES GFP/ G1 MAX CONT. (7) UPSOIAR UP-M29OM 1. ALL SUPPLIED EQUIPMENT IS UL LISTED. TOTAL INVERTER MAX AC BUS BAR RATING: 200A (E) 200A MAIN SERVICE PANEL GROUNDING ELECTRODE CONDUCTOR MUST PE INTO AC �o a �j GND 2 Voc = 44.60 V Ise = 8.64 A ALL MODULES WILL BE GROUNDED IN ACCORDANCE WITH ELECTRICAL CODE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. CONTINUOUS OUTPUT x 125% MAIN BREAKER RATING: 200A E 200A 2P MAIN CIRCUIT BREAKER GROUNDING ELECTRODE SYSTEM AND BE INSTALLED IN O € - Vmp = 35.60 Y Imp = 8.15 A I PHOTOVOLTAIC SYSTEM CONNECTS WITH A FEEDER SUPPLY SIDE CONNECTION TO BE PERFORMED USING UL USTED INSULATED TAP (8.30 x 1.25) = 10.375 (200A x 1.2) - 200A= 40A MAIN SERVICE ENTRANCE ACCORDANCE WITH NEC 250.64 AND 690.47(Cx2). - o AWG THWN-2 CONNECTORS INSIDE UL LISTED ENCLOSURE. CONDUIT: 3 4 EMT 2- 4. AC DISCONNECT TO BE VISIBLE FROM AND WITHIN 10' OF TAP LOCATION. MINIMUM PROPOSED 40A MAX BACK FEED CONDUCTORS MUST BE CONTINUOUS AND CONNECTIONS 5. CONDUCTORS FOR SUPPLY SIDE CONNECTION SHALL NOT BE SMALLER THAN AWG I& PY SYSTEM OCPD 15A MUST BE IRREVERSIBLE. U WIRE AMP RATING:65A CONDUIT FILL:1 TEMP DE -RATE 0.87 'te % Q _ z 0 (E) 200A FRONIUS GALVOI2000W, 240VAC TOP FED MAIN BI-DIRECTIONAL 2.0-1 SINGLE PHASE 60A PV SQUARE D SQUARED 60A PV SERVICE PANEL UTILITY METER INVERTER 1 DC UNGROUNDED D222NR6 SYSTEM DU222RB SYSTEM 60A, 240Y DISCONNECT 60A. 240V DISCONNECT Y 1UNCTIONI"LEY NEMA 3R NEMA 3R SWITCH SWITCH FUSED (TYPE R) (E) 200A E N BOX CD NEMA 3R N N g o a IL 7 1 STRING(S) of 7 /k1 D1 G1 G1 G1 G1 au N o GND GND GND a o IC-GND O PV SYSTEMIMILBANK cJi r= 2 kVVh METER U4801XL5T9 z 200A, 240V o N o W E N h J J PV PRODUCTION METER NOTES: p � L_.,� 1. The self-contained metering will be in compliance with the august 18th, 2017revision of the Xcel Energy Installation Standards; specifically Setion 4.11. TEMP DE -RATE 0.87 2. The PV production meter will be required to have the PV generation wired to the line side terminals (top of meter block) 3. The meter socket for the PV production meter shall be marked with a stamped brass, aluminum, or the requirements for 'Meter Identification' in Section 4.14.4 of the Xcel Energy Standard. z 4. The PV production meter shall be located within ten (10) feet of the existing utility meter. If there is any reason this cannot be accomplished, a site plan showing proposed equipment locations shall be submitted for review. The local meter shop must approve the site plan for application approval; i site be meetings can be arranged upon request. (E) WIRING -_ TO UTILITY GRID 240 VAC 1 � ND 0 Ur PO SUPPLY SIDE CONNECTION Lu - Digitally signed m Q �p�p�EMANy99�GF0 W Q 53049 5- by Methode TEMP SPECS WIRE SIZING NOTES F5 2:S8 Exp. 10 / 31 / 19 6 A e MAX AVERAGE AMBIENT TEMP 73T M a n i ra g u h a, P E RECORD LOW TEMP: 19T WIRE OCP = AMP RATING X CONDUIT FILL X TEMP. DERATE Lu O W � iv � F�FCTRT�P� ROOFTOP:RECTION z 2E �� FSS�ONAtE Date: 2018.09.06 TEMP CORRETEMP CTION NON -ROOFTOP: 0.87 O v CONDUIT HEIGHT: 2 in. MAX AC & DC Isc TO BE LESS OR EQUAL ___I p 10:51:13 -07'00' ROOFTOP ADDER: 40T TO WIRE OCPFORTO BE NEC W O ROOFTOP TEMP: 113T z PER NEC 310.15 (B)(2)(o) CONDUCTORS ARE SUNLIGHT RESISTANT & NEC 110.14(CXI) AND SUITABLE FOR WET OR DRY LOCATION O DC SIDE AC SIDE'` A t Junction B Array o unc Ion ox Array o unc Ion ox Array o unc Ion ox A t Junction B A t Junction B unc Ion ox o Inverter(s) Junction B t l ter(s) I t( t Combiner P I/POI Combiner Inverter 1 Inverter 2 Inverter 3 Inverter 1 � Inverter 2 Inverter 3 Panel to POI at H Voce =34213 Vmp =249.2 Al Ise Voss =342.13 Vmp =249.2 D1 €� j =8.64 Ise =8.64 4' O Imp =6.15 Imp =8.15 Z Oesigner: AWG 10 PV PARE AWG 10 THh1V-2 U (1) DC+ [BLACK] (1) DC+ [RED] Sofdesk (1) DC- [BLACK] (1) DC- [BLACK] a e: 06 NTS WG BARE COP AWG 10 THWN-2 16 a e: O (1) EGC (1) EGC [GREEN] 9/3/2018 H U CONDUIT: N A CONDUIT: 3/47 EMT ODOM O SIZING DETAILS SIZING DETAILS Z WIRE GAUGE: 110 WIRE GAUGE: 110 O Ise X 1.56%13.48A Ise X 1.56�13.48A NYRE OCP: 34.8A WIRE OCP: 34.8A TEMP RATING:90'C TEMP RATING 90'C PV 5 WIRE AMP RATING:40A WIRE AMP RATING:40A CONDUIT FILL -1 CONDUIT FlLL•1 TEMP DE -RATE. -O.87 o�corr�rcT Inverter 1 Inverter 2 � Inverter 3 tic wWwr GFP/ G1 MAX CONT. GFCI Ise = 8A GND AWG 1HWN-2 nver er s o om Iner ane Inverter 1 Inverter 2 � Inverter 3 Vmp = 240V G1 MAX CONT. Ise = 8A AWG 1HWN-2 (1) Li [BLK] (i) L2 [RED] 1 NEUTRAL WHT AWG THWN-2 1 EGC GRN CONDUIT: 3 4 EMT SIZING DETAILS MIRE GAUGE: i6 Ise x 1.25%10.38A PARE OCP: 56.55A TEMP RATING:90'C WIRE AMP RATING:65A CONDUIT FILL:1 TEMP DE -RATE 0.87 TEMP DE -RATE 0.87 nver er s o om Iner ane Inverter 1 Inverter 2 � Inverter 3 Vmp = 240V G1 MAX CONT. Ise = 8A AWG 1HWN-2 (1) Li [BLK] (i) L2 [RED] 1 NEUTRAL WHT AWG THWN-2 1 EGC GRN CONDUIT: 3 4 EMT SIZING DETAILS MIRE GAUGE: i6 Ise x 1.25%10.38A PARE OCP: 56.55A TEMP RATING:90'C WIRE AMP RATING:65A CONDUIT FILL:1 TEMP DE -RATE 0.87 MODULE SPECS (7) UPSOLAR UP-M290M Voc = 44.60 V Isc = 8.64 A Vmp=35.60V Imp= 8.15A GENERALNOTES 1. ALL SUPPLIED EQUIPMENT IS UL LISTED. 2. ALL MODULES WILL BE GROUNDED IN ACCORDANCE WITH ELECTRICAL CODE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 3. PHOTOVOLTAIC SYSTEM CONNECTS WITH A FEEDER SUPPLY SIDE CONNECTION TO BE PERFORMED USING UL LISTED INSULATED TAP CONNECTORS INSIDE UL LISTED ENCLOSURE. 4. AC DISCONNECT TO BE VISIBLE FROM AND WITHIN 10' OF TAP LOCATION. 5. CONDUCTORS FOR SUPPLY SIDE CONNECTION SHALL NOT BE SMALLER THAN AWG I8. FRONIUS GALVO12000W, 240VAC AC CALCS 120% RULE MAIN PANEL SPECS GROUNDING NOTES TOTAL INVERTER MAX AC BUS BAR RATING 200A (E) 200A MAIN SERVICE PANEL GROUNDING ELECTRODE CONDUCTOR MUST TIE INTO AC CONTINUOUS OUTPUT x 125% MAIN BREAKER RATING 200A (E) 200A/2P MAIN CIRCUIT BREAKER GROUNDING ELECTRODE SYSTEM AND BE INSTALLED IN (8.30 x 1.25) = 10.375 (200A x 1.2) - 200A= 40A MAIN SERVICE ENTRANCE ACCORDANCE WITH NEC 250.64 AND 690.47(C)(2). MINIMUM PROPOSED 40A MAX BACK FEED 60A, 240V NEMA 31? CONDUCTORS MUST BE CONTINUOUS AND CONNECTIONS PV SYSTEM OCPD: 15A JUNCTIONIW�Y Imp =8.15 MUST BE IRREVERSIBLE. D�ND 0 UFC MAAr/R9�GyF 53049 y Exp. 10 / 31 / 19 9�FF FItc R kr� DC-- SIDE Digitally signed by Methode Maniraguha,PE Date: 2018.09.06 10:51:00 -07'00' /Array to junction box 2.0-1 SINGE PHASE 60A PVSQUARE SQUARED 60A PV D Voc$ =342. 13 INVERTER 1 DC UNGROUNDED SYSTEM DU222R6 SYSTEM D222NRO ROOFTOP TEMP: Nsma T Al Vmp=249.2 Isc =8.64 AC55i'T DISCONNECT 60A, 240V DISCONNECT 60A, 240V NEMA 31? t NEUTRAL MHT VIRE AMP RAT1NG40A JUNCTIONIW�Y Imp =8.15 PARE AMP RATING: 65A AWG #10 TR -2 SWITCH NEMA 313 SWITCH FUSED (TYPE R) AWG #10 PV MIRE BOX (1) DC- [BLACK] fil Frp. IrF?Nl9/3/2018 NEMA NEMA 3R (1) EGC GFCl GF SIZING DETAILS WIRE GAUGE: 110 Isc X 1.567:• 13.48A DC+ DC+ Ll L2 WIRE OCP: 34.8A LZ1 STRINGS) OF 7 AD AlDC- Dl DC- WIRE AMP RATING -40A N G1 G1 G1 CONDUIT ALL -1 G1 N-___----------------------- EGC - SEND - ------------ EGC ----------- --- GND EGC --- ------ ----________ GND __ GND - -- -- -- GND - EGC ---� i PV SYSTEM I MILBAN801 kWh METER XLST9 200A, 240V I I 1 1 I PV PRODUCT10N METER NOTES: 1. The self-contained metering will be in compliance with the august 18th, 2017revision of the Xcel Energy Installation Standards; specifically Setion 4.11. I 2. The PV production meter will be required to have the PV generation wired to the line side terminals [ (top of meter block) 3. The meter socket for the PV production meter shall be marked with a stamped brass, aluminum, or the requirements for 'Meter Identification* in Section 4.14.4 of the Xcel Energy Standard. 4. The PV production meter shall be located within ten (10) feet of the existing utility meter. If there is (my reason this cannot be accomplished, a site plan showing proposed equipment locations shall be submitted for review. The local meter shop must approve the site plan for application approval; site be meetings can be arranged upon request D�ND 0 UFC MAAr/R9�GyF 53049 y Exp. 10 / 31 / 19 9�FF FItc R kr� DC-- SIDE Digitally signed by Methode Maniraguha,PE Date: 2018.09.06 10:51:00 -07'00' /Array to junction box /Array to junction box /Array to Junction I Inverter 1 Inverter 2 Inverter 3 Voc$ =342. 13 0.87 CONDUIT HEIGHT: 2 in. ROOFTOP ADDER: 40T ROOFTOP TEMP: 113T Al Vmp=249.2 Isc =8.64 ae: & NEC 110.14(Cx1) t NEUTRAL MHT VIRE AMP RAT1NG40A Imp =8.15 PARE AMP RATING: 65A AWG #10 TR -2 AWG #6 THWN-2 TEMP DE-RATE:0.87 AWG #10 PV MIRE (1) DC+ [BLACK] (1) DC- [BLACK] fil Frp. IrF?Nl9/3/2018 AWG 16 BARE COPPER (1) EGC CONDUIT: N A SIZING DETAILS WIRE GAUGE: 110 Isc X 1.567:• 13.48A WIRE OCP: 34.8A TEMP RATING:90'C WIRE AMP RATING -40A CONDUIT ALL -1 TEMP DE-RATE:0.87 (E) 200A TOP FED MAIN SERVICE PANEL (E) 200A BI-DIRECTIONAL UTILITY METER (E) WIRING ---1 1_ TO UTILITY GRID 240 VAC 1 � Pa - SUPPLY SIDE CONNEC110N MAX AVERAGE AMBIENT TEMP: 73F RECORD LOW TEMP: 197 TEMP CORRECTION ROOFTOP: 0.87 TEMP CORRECTION NON -ROOFTOP: 0.87 CONDUIT HEIGHT: 2 in. ROOFTOP ADDER: 40T ROOFTOP TEMP: 113T PER NEC 310.15 (B)(2)(a) ae: & NEC 110.14(Cx1) WIRE SIZING NOTES WIRE OCP = AMP RATING X CONDUIT FILL X TEMP. DERATE MAX AC & DC Isc TO BE LESS OR EQUAL TO WIRE OCP FOR WIRE TO BE NEC COMPUANT CONDUCTORS ARE SUNLIGHT RESISTANT AND SUITABLE FOR WET OR DRY LOCATION AC SIDE lox Junction Box to Inverter(s) Inverter(s to Combiner Panel/POI Inverter 1 Inverter 2 Inverter 3 Inverter 1� Inverter 2 1 Inverter 3 Vocs =342.13 Vmp = 240Y DJ1G1Vmp=249 .22 Isc =6.64 MAX CONT. Imp =8.15 Isc = 8A R Q 0 Ly U M ZCD 0<0 W U) W M N Z � T a CD W0;� I-- W O Combiner Panel to POI 1V 153 (1) DC+ [RED] (1) L1 [BLK] MIRE GAUGE: 110 Sofdesk (1) DC- [BLACK] (1) L2 [RED] WIRE OCP: 34.8A ae: -W- t NEUTRAL MHT VIRE AMP RAT1NG40A PARE AMP RATING: 65A AWG #10 TR -2 AWG #6 THWN-2 TEMP DE-RATE:0.87 _NTS Date: (1) EGC (GREENI fil Frp. IrF?Nl9/3/2018 SIZING DETAILS SIZING DETAILS MIRE GAUGE: 110 MIRE GAUGE: /6 Isc X 1.56X- 13.48A Isc X 1.25%10.38A WIRE OCP: 34.8A MIRE OCP: 56,55A TEMP RATTNG:90'C TEMP RATING: 90'C VIRE AMP RAT1NG40A PARE AMP RATING: 65A CONDUIT FILL 1 CONDUIT FILL• 1 TEMP DE-RATE:0.87 I TEMP DE-RATE:0.87 •= INVERTER NEC 690.17(4) UNGROUNDED SYSTEMS WARNING ELECTRIC SHOCK HAZARD. THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED. NEC 690.14(C)(2) PHOTOVOLTAIC DISCONNECT FOR UTILITY OPERATIONS PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN NEC 690.53 FRONIUS GALVO 2.0-1 PHOTOVOLTAIC ARRAY DC DISCONNECT OPERATING CURRENT: 8.15 A OPERATING VOLTAGE: 249.2 V MAX. SYSTEM VOLTAGE: 342.1 V SHORT-CIRCUIT CURRENT: 8.64 A AC DISCONNECT NEC 690.14(C)(2) PHOTOVOLTAIC DISCONNECT FOR UTILITY OPERATIONS NEC 690.54 PHOTOVOLTAIC ARRAY AC DISCONNECT OPERATING CURRENT: 8.3 A OPERATING VOLTAGE: 24L V CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES & JUNCTION BOXES NEC 690.31(E)(3) CONDUIT Warning: Photovoltaic Power Source NtU 0W.30(h) UNUKUUNUtU JYJ I tMJ JUNU I WN t WARNING ELECTRIC SHOCK HAZARD. THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED. LOAD CENTER WARNING! THIS LOAD CENTER IS DEDICATED TO PHOTOVOLTAIC SYSTEM ADD NO ADDITIONAL LOADS MAIN SERVICE PANEL NEC 705.12(D)(4) WARNING THIS SERVICE ALSO SERVED BY A PHOTOVOLTAIC SYSTEM NEC 705.12(D)(7) WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE LABEL TO BE INSTALLED DIRECTLY NEXT TO PV BACKFEED BREAKER. IF INSTALLED ANYWHERE ELSE ON DEADFRONT THEN A PERMANENT ARROW FROM LABEL POINTING TO PV BACKFEED BREAKER REQUIRED. NEC 690.54 PHOTOVOLTAIC POWER SOURCE OPERATING AC VOLTAGE: 240 V MAXIMUM OPERATING AC OUTPUT CURRENT: 8.3 AMPS NEC 690.14(C)(2) Ox PHOTOVOLTAIC DISCONNECT FOR UTILITY OPERATIONS MAIVIF A, CG Z 53049 y Exp. 10 / 31 / 19 F�FCTR\- ONAtEN Digitally signed by Methode Maniraguha,PE Date: 2018.09.06 10:50:48 -07'00' Marking Content and Format: -Red Background -White Lettering -Minimum 3/8" Letter Height -All capital letters -Arial or similar font, Non bold IbML:� QV (5: M,,lar f-0 by AI - NOTES Marking is required on all interior and exterior PV conduit, raceways, enclosures, cable assemblies, and junction boxes to alert the fire service to avoid cutting them. Marking shall be placed every 10', within 1' of turns or bends, above and/or below penetrations, and at all PV combiner and junction boxes. Reflective weather resistant material suitable for the environment (durable adhesive materials must meet this requirement) 0 ON N O CL Z) CD N 2 N C Q o LL 0 0 N esgner: Sofdesk ca e: NTS a e: 9/3/2018 ODOM (PV 6 U 5 z Q) C:) W >cc) J o W -,o FJ 5� CO w"'� L O o� Cay he 0 - d 94vis''o-, esgner: Sofdesk ca e: NTS a e: 9/3/2018 ODOM (PV 6 PHOTOVOLTAIC SYSTEM SHALL BE INSTALLED ACCORDING TO THE 2017 NATIONAL ELECTRICAL CODE WITH REFERENCE TO THE FOLLOWING: ARTICLE 690, AND SECTIONS 200-6, 210-6, 230-70, 240-3, 250-26, 250-50, 250-122 TO INCLUDE REFERENCED SECTIONS AND TABLES NEC 220.82(B) General Loads. The general calculated load shall be not less than 100 percent of the first 10 kVA plus 40 percent of the remainder of the following loads: NEC 240.4(6) Devices Rated 800 Amperes or Less. The next higher standard overcurrent device rating (above the ampacity of the conductors being protected) shall be permitted to be used, provided all of the following conditions are met: (1) The conductors being protected are not part of a multioutlet branch circuit supplying receptacles for cordand- plug-connected portable loads. (2) The ampacity of the conductors does not correspond with the standard ampere rating of a fuse or a circuit breaker without overload trip adjustments above its rating (but that shall be permitted to have other trip or rating adjustments). (3) The next higher standard rating selected does not exceed 800 amperes. NEC 240.6(A) Fuses and Fixed -Trip Circuit Breakers. The standard ampere ratings for fuses and inverse time circuit breakers shall be considered 15, 20, 25, 30, 35, 40, 45, 50, 60, 70, 80, 90, 100, 110, 125, 150, 175, 200, 225, 250, 300, 350, 400, 450, 500, 600, 700, 800, 1000, 1200, 1600, 2000, 2500, 3000, 4000, 5000, and 6000 amperes. Additional standard ampere ratings for fuses shall be 1, 3, 6, 10, and 601. The use of fuses and inverse time circuit breakers with nonstandard ampere ratings shall be permitted. NEC TABLE 250.66 Size of Alternating -Current Grounding Electrode Conductor. The size of the grounding electrode conductor at the service, at each building or structure where supplied by a feeder(s) or branch circuit(s), or at a separately derived system of a grounded or ungrounded ac system shall not be less than given in Table 250.66, except as permitted in 250.66(A) through (C). NEC 250.64(C) Grounding electrode conductor to be continuous, grounding crimps to be irreversible NEC 250.160 AND PART VII NEC 250.97 Bonding for Over 250 Volts. For circuits of over 250 volts to ground, the electrical continuity of metal raceways and cables with metal sheaths that contain any conductor other than service conductors shall be ensured by one or more of the methods specified for services in 250.92(B), except for (13)(1). NEC TABLE 310.16 Table 310.16 Allowable Ampacities of Insulated Conductors Rated 0 Through 2000 Volts, 60°C Through 90°C (140°F Through 194°F), Not More Than Three Current -Carrying Conductors in Raceway, Cable, or Earth (Directly Buried), Based on Ambient Temperature of 30°C (86°F) ,, NEC 422.30 Disconnecting Means - General. A means shall be provided to simultaneously disconnect each appliance from all ungrounded conductors in accordance with the following sections of Part lll. If an appliance is supplied by more than one branch -circuit or feeder, these disconnecting means shall be grouped and identified as the appliance disconnect. NEC 422.60 Nameplate Marking. Each electrical appliance shall be provided with a nameplate giving the identifying name and the rating in volts and amperes, or in volts and watts. If the appliance is to be used on a specific frequency or frequencies, it shall be so marked. Where motor overload protection external to the appliance is required, the appliance shall be so marked. NEC 422.62(B) Additional Nameplate Markings. Appliances, other than those factory -equipped with cords and attachment plugs and with nameplates in compliance with 422.60, shall be marked in accordance with 422.62(B)(1) or (13)(2). NEC 690.4(C) Module Connection Arrangement. The connection to a module or panel shall be arranged so that removal of a module or panel from a photovoltaic source circuit does not interrupt a grounded conductor to other PV source circuits. NEC 690.5 Ground -Fault Protection. Grounded do photovoltaic arrays shall be provided with do ground -fault protection meeting the requirements of 690.5(A) through (C) to reduce fire hazards. Ungrounded do photovoltaic arrays shall comply with 690.35. NEC 690.7(D) Circuits over 150 Volts to Ground. In one- and twofamily dwellings, live parts in through (E). photovoltaic source circuits and photovoltaic output circuits over 150 volts to ground 690.35 Ungrounded Photovoltaic Power Systems. Photovoltaic power systems shall be shall not be accessible to other than qualified persons while energized. NEC: 690.8(A)(1) Photovoltaic Source Circuit Currents. The maximum current shall be the sum of the system complies with 690.35(A) through (G). parallel module rated shortcircuit currents multiplied by 125 percent. NEC 690.8(A)(3) Inverter Output Circuit Current. The maximum current shall be the inverter the installer at the photovoltaic disconnecting means: continuous output current rating. NEC 690.8(8)(1) Overcurrent Devices. Overcurrent devices, where required, shall be rated as Methode RATED MAXIMUM POWER -POINT VOLTAGE required by 690.8(B)(1)(a) through (1)(d). NEC 690.14(C)(2) Marking. Each photovoltaic system disconnecting means shall be permanently marked to identify it as a photovoltaic system disconnect. NEC 690.17 Where all terminals of the disconnecting means may be energized in the open position, a warning sign shall be mounted on or adjacent to the disconnecting means. The sign shall be clearly legible and have the following words or equivalent: WARNING - ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION NEC 690.33 Connectors. The connectors permitted by Article 690 shall comply with 690.33(A) through (E). NEC 690.35 Ungrounded Photovoltaic Power Systems. Photovoltaic power systems shall be CD(D permitted to operate with ungrounded photovoltaic source and output circuits where the system complies with 690.35(A) through (G). NEC LI�F1 690.53 Direct -Current Photovoltaic Power Source. A permanent label for the direct-current photovoltaic power source indicating items (1) through (5) shall be provided by oRpDO MAn//�,9 the installer at the photovoltaic disconnecting means: Digitally signed by RATED MAXIMUM POWER -POINT CURRENT 53049 v Methode RATED MAXIMUM POWER -POINT VOLTAGE Exp. 10 /31 !19 o MAXIMUM SYSTEM VOLTAGE (REF: 690.7 (A)) Maniraguha,PE F�ECTRIG a SHORT-CIRCUIT CURRENT (REF: 690.8 (A)) Date: 2018.09.06 �o MAXIMUM RATED OUTPUT CURRENT OF THE <o E N N 10:50:34 -07'00' CHARGE CONTROLLER [IF INSTALLEDj NEC 690.56(B) Facilities with Utility Services and PV Systems. Buildings or structures with both utility service and a photovoltaic system shall have a permanent plaque or directory providing the location of the service disconnecting means and the photovoltaic system disconnecting means if not located at the same location. NEC 690.64(B)(5) Point of Connection. The output of a utilityinteractive inverter shall be connected as specified in 690.64(A) or (B). NEC 705.10 Directory. A permanent plaque or directory, denoting all electric power sources on or in the premises, shall be installed at each service equipment location and at locations of all electric power production sources capable of being interconnected. wt*atf�"i_ esigner Sofdesk ca e: NTS a e. 9/3/2018 rgect: ODOM PV 7 W CD(D y - Cl) a LU 0 CO Z �o O p <o E N N � N N � � ti a o C N a o D LL s N M 65o E nj o W U Z W Lu M M W Z �g wQco Lt_ o E O W w M m � o 06 oCY) (n O W Z City c wt*atf�"i_ esigner Sofdesk ca e: NTS a e. 9/3/2018 rgect: ODOM PV 7 City of Wheat Ridge Residential Solar PERMIT - 201802981 PERMIT NO: 201802981 ISSUED: 11/21/2018 JOB ADDRESS: 11490 W 38th Ave EXPIRES: 11/21/2019 JOB DESCRIPTION: Install 9.28 kw solar PV system; 32 panels; no structural required; located on barn, connected to house *** CONTACTS *** OWNER (303)431-2800 ODOM JOHN A JR SUB (720)943-1901 Texie Lowery 180347 Brite Street Solar Built *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 25,000.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** 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 si nature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable ilding codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the le w er of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this pe it. her attest that I am legally authorized to include all entities named within this document as parties to the work to be per o d a t all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signa ER or �ino�mation cle one) Date I . This permit was issued base 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 ermit 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 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 orgranting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appl le code ora rdmance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of C ief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. S 4 4 City of "1� ~ W heat R��dcre COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: ipermitsC@ci.wheatridge.co.us F FFICE USE ONLY ),11/1 1 6' Plan/Permit # Plan Review Fee: Building Permit Application 0M hDR&Q-_'I *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: // I1 -7Z) S-th Property Owner (please print): _r,rr, ll.Cl� ?�/lo/n Phone: 3 3 21Y -7 f. -XZ) Property Owner Email: Tenant Name (Commercial Projects Only) rt `D Property Owner Mailing Address: (if different than property address) Address: &Ww G„s e",&W p City, State, Zi Architect/Enainegr• Architect/Engineer E-mail: Phone: Contractor Name: City of Wheat Ridge License #: / $'D 3 41 :- Phone: --7,1 • 9y .pct 42 1 Contractor E-mail Address: // 7 For Plan Review Questions & Comments (please print): CONTACT NAME (please print): &4 , J6 5 Phone: ^7aa •'c4-/3•C�'tO / CONTACT EMAIL(please print):_ L,L&11,0&�Dbri-V.0 /h � _ /?,) " 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 4 Complete all highlighted fields. ❑COMMERCIAL ® RESIDENTIAL 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. Sq. Ft./LF 44V --r7 0,/ BTUs Gallons Amps Squares For Solar: ��w _� # of Panels equires 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) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with 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 t n t on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided/on the ansrl'icntinn CIRCLE ONE. (OWNER) Signature (first and last name): Printed Name: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT MMENTS: / Reviewer: PUBLIC WORKS COMMENTS: Reviewer: REPRESENTATIVE) DEPARTMENT USE ONLY of (OWNER) (CONTRACTOR) DATE: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: O 2 oa=oro s, amu' i - E E f c E E Q R x x F O F F n _ S _ _ E U - g - . N u i 3 u Q u n o i � E u I F am N I MIL u c c O Z J � o U G U O C 6 Nil v � E> 5 '- Ecp O„ 'E E 42 - c IF EaJo E�O� Np x fl. _ � w U Z z � I � t9 v w ins ' '•d 3 V z323: X ie W U ZX "0 0 :E\\ Q r ® O _ •� C 4c>V___a1Ssr..e.. am W O d } 0 X 0- r E„ m P. 3 m A a y 0 z W N m Ea Ui M z z m na E, n=or T tt Q n H m u Q t a D 0 F E c 12 c U m m m v a > >. o + o f 3 u N H o ?. ,; v a `« .� .0 LL E m LL a u a a w o e e E ? P. V uE N x _ u d a u o o N w E N m E z u n W 2 a a a u w _- n>> N AOaEo�noo� h c O% 0-c '5 _a UL mEo 3` a v uai U W N a s gESc >33 Na o �° �,3 a LL�a N N 4. _f _ ry vn o af� a o ry m t3za"EzoazoE Pn m an �.Na w 3 u w o m LS-uwu� o N N a m m m cd r vi z z a u�'_' .> N W O d } 0 X 0- r E„ m P. 3 m A E 0 z N m Ea Ui z m na E, n=or T tt Q n H m u Q t a D 0 F E c 12 c U m m m v c u p Q > >. o n u E E a w > W d£ m« H o ?. ,; v a `« .� .0 LL a u a a w o u A m A c V� E o n� u d a u z £ a 99 •*z W 2 a a E u, h HjoE'.nE AOaEo�noo� h c O% 0-c '5 _a UL mEo 3` a ='Foo«ho.c gESc a `m % x n 75 % o'° o" m o W y u -'i0 w o m �% N m v c tll a.E E:'u rn m' o o Q E U! o.£•« vn o af� x0xu�f t3za"EzoazoE LLla"uzz f o oa3¢wcu LS-uwu� f ... W O d } 0 X 0- r E„ m P. 3 m A 0 z N Ift a C, 4-0 o° M 221 M R3 4.0 0 W 11 FE a C, 4-0 o° M 221 4.0 0 la • • 4 C" 70 0 In In > lift%r Va 7;5 • Co • OL 4- 0 ca E Lo o o M • • 4-J 4-0 E 0 cu 0 • X 0 LU ca M ,4 c%i cyi YE T E n G I n E E R S VSE Project Number: U2673-0129-181 October 26, 2018 Sofdesk Inc. 642 de Courcelle, Suite PH4 Montreal, QC, Canada, H4C 3C5 REFERENCE: Lorrie and Jack Odom (Micro) Residence: 11490 West 38th Avenue, Wheat Ridge, CO 80033 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. Desien Parameters Code: International Building Code, 2012 Edition Risk Category: II Design wind speed: 135 mph (3 -sec gust) per ASCE 7-10 Wind exposure category: C Ground snow load: 30 psf City of Existine Roof Structure Roof structure: 2x10 rafters @ 24" O.C. Wheat Ridge Roofing material: composite shingles Roof slope: 26° a�ng p;v�5 Connection to Roof Mounting connection: (1) 5/16" lag screw w/ min. 2.5" embedment into framing at max. 48" O.C. along rails Conclusions Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array, other live loads will not be present or will be greatly reduced. The attached calculations verify the capacity of the existing structural members to support the additional solar load. The solar array will be flush -mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift), the governing load case. Because the increase in lateral forces is less than 10%, this addition meets the requirements of the exception in Section 3403.4 of the 2012 IBC. Thus the existing structure is permitted to remain unaltered. 651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 /T (801) 990-1775 /F (801) 990-1776 / www.vectorse.com Limitations VSE Project Number: U2673-0129-181 Lorrie And Jack Odom (Micro) Residence 10/26/2018 Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry -wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as -built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered, except at array ends, so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables. The design of the solar panel racking (mounts, rails, etc.), and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING, LLC 5zpt'Po C �_;P j' A V 34967 '=i s 10/26/2018.-* �4.�Q" soNME� Roger Alworth, P.E. CO License: 34967 - Expires: 10/31/2019 Principal City of Enclosures RTA/cbw heat F?idge ICP r /n9 Di P� ;'o 651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 /T (801) 990-1775 /F (801) 990-1776 / www.vectorse.com JOB NO.: 02673-0129-181 TSUBJECT: WIND PRESSURE E n G I n E E R S PROJECT: Lorrie And Jack Odom (Micro) Residence [Components and Cladding Wind Calculations Label: ISolar Panel Array SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 135 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]: 15 (Approximate) Comp/Cladding Location: Gable/Hip Roofs 7° < 6!5 27° Enclosure Classification: Enclosed Buildings Zone 1 GCp: 0.9 Figure 30.4-213 Zone 2 GCp: 1.7 Zone 3 GCp: 2.6 a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.85 Table 30.3-1 KZt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 33.7 Equation 30.3-1 GCp;: 0 Table 26.11-1 Note: Calculations per ASCE 7-10 Hip? (enter largest abs. value) (enter largest abs. value) (enter largest abs. value) (largest abs. value) OUTPUT: p = q, GCP — GCp Equation 30.9-1 Zone 1 Pressure, p [psf]: 30.3 psf (1.0 W, Interior Zones*) Zone 2 Pressure, p [psf]: 57.2 psf (1.0 W, End Zones*) Zone 3 Pressure, p [psf]: 87.5 psf (1.0 W, Corner Zones* within a) (a= 3 ft) Wheat Ridge 'N (largest Divis�o JOB NO.: U2673-0129-181 T � SUBJECT: CONNECTION <3- E n o l n E E R S PROJECT: Lorrie And Jack Odom (Micro) Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: 5/16 Cd: d 1.6 NDS Table 2.3.2 Pressure Max Max. Trib. Max. Uplift (0.6 Wind) Tributary Areae Embedment' [in]: 2.5 (psf) Width (ft) (ft) Force (lbs) Grade: SPF (G = 0.42) Zone Capacity [lbs/in]: 205 NDS Table 12.2A 1 18.2 4.0 11.0 200 Number of Screws: 1 2 34.3 4.0 11.0 378 Prying Coefficient: 1.4 3 52.5 4.0 11.0 578 Total Capacity [lbs]: 586 Demand< Capacity: CONNECTION OKAY 1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective. The length of the tapered tip is not part of the embedment length. 2. 'Max. Trib Area' is the product of the 'Max. Tributary Width' (along the rails) and 1/2 the panel width/height (perpendicular to the rails). City o, Q, heat Ridge 4/r�'09 Di i0o' �V_ T R n O I n E E R s PROJECT: Lorrie And Jack Odom (Micro) Residence CALCULATE ESTIMATED GRAVITY LOADS ROOF DEAD LOAD (D Roof Pitch/12 Composite Shingles 1/2" Plywood Framing Insulation 1/2" Gypsum Clg. M, E & Misc ROOF LIVE LOAD (L JOB NO.: U2673-0129-181 SUBJECT: GRAVITY LOADS Increase due to Original pitch loading 2.2 5.9 1.1 26 3.0 psf 0.0 psf 0.0 psf 0.0 psf DL 6 psf PV Array DL 3 psf Existing Design Roof Live Load [psf] Roof Live Load With PV Array [psf] SNOW LOAD (S): Roof Slope [x:12]: Roof Slope [°]: Snow Ground Load, p9 [psf]: Terrain Category: Exposure of Roof: Exposure Factor, Ce: Thermal Factor, Ct: Risk Category: Importance Factor, Is: Flat Roof Snow Load, p, [psf]: Minimum Roof Snow Load, pm [psf]: Unobstructed Slippery Surface? Slope Factor Figure: Roof Slope Factor, Cs: Sloped Roof Snow Load, ps [psf]: Design Snow Load, S [psf]: 1.11 2.0 psf 1.11 1.0 psf 20 ASCE 7-10, Table 4-1 0 w/ Solar Panel 5.9 5.9 26 26 30 30 C C Fully Exposed Fully Exposed 0.9 0.9 1.1 1.1 11 II 1.0 1.0 21 21 30 30 No Yes Figure 7-2b Figure 7-2b 1.00 0.73 21 15 30 30 wheat ASCE 7-10, Section 7.2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-2 ASCE 7-10, Table 7-3 ASCE 7-10, Table 1.5-1 ASCE 7-10, Table 1.5-2 ASCE 7-10, Equation 7.3-1 ASCE 7-10, Section 7.3.4 ASCE 7-10, Section 7.4 ASCE 7-10, Section 7.4 ASCE 7-10, Figure 7-2 ASCE 7-10, Equation 7.4-1 n O N to a o _ o � o W .a m 16 o LL LL a w K Q J w w W w W W U m w y y Wx m o n M y O o 0 NX ry D N 't co 0 N N 100 a m m o 0 r N J o O 0 J Y� L M U o J 0 E m � (D C) 3 M = w U cU ODU o W U U o v s co m N c o v r 0 0 c o M 3 V a m a m 3 N 3 � N N r Ea E - N M !Y N d M CY O U U U D CRITERIA "BM/HDR" m� N % (n N mLL a LL m a C7 U) # PLIES m m _J Z > m a�0 p is React (A,B) c m E O O O LL J LL O ¢0n�o a > p = Q >J J a `o a 0 N `o a 0 ` r v r my � J J co J Cityo f VICINITY MAP ABBREVIATIONS LEGEND A AMPERE AC ALTERNATING CURRENT AHJ AUTHORITY HAVING JURISDICTION INV INVERTER W/ BLDG BUILDING (INTEGRATED DC DISCO) 3 A,s CB COMBINER BOX CP COMBINER PANEL UTIL UTILITY METER &SERVICE DC DIRECT CURRENT ENTRANCE EGC EQUIPMENT GROUNDING CONDUCTOR EMT ELECTRICAL METALLIC TUBING MSP MAIN SERVICE PANEL EQ EQUAL I] • • City of FSB FIRE SETBACK GALV GALVANIZED 'I Wheat GEC GROUNDING ELECTRODE CONDUCTOR (%M UTILITY METER COMMUNITY DEVEk 38th r er•.� � w u'e' C GND GROUND APPROVES I CURRENT IBC INTERNATIONAL BUILDING CODE PVM PV SYSTEM METER Reviewed for Code Compliance IFC INTERNATIONAL FIRE CODE Imp CURRENT AT MAX POWER DC DC DISCONNECT &7A INV(S) INVERTER(S) Isc SHORT-CIRCUIT CURRENT PlAns Examiner Datb kVA KILOVOLT AMPERE AC AC DISCONNECT UNFUSED kW KILOWATT � (UNFUSED) of TftisfummofapernworqAmow►ofpkmspecomnjw LBW LOAD BEARING WALL OW 0mvOufthm ShONfWbeaperm,t-`F&no►000nE LC LOAD CENTER O1J10f the p10w'1O^tOf"1Pbujidfn'pww MAX MAXIMUM AC AC FUSED DISCONNECT pewmnp 10 V- Owhartty to Wolate Of cancer the provuroea of bht &Wda, MIN MINIMUM 0*5 Or ~ adUnatM Of ftChV SW mt be what MP MOUNTING PLANE NEC NATIONAL ELECTRIC CODELC LOAD CENTER NTS NOT TO SCALE $ OC ON CENTER Pt Pnom NOMINAL POWER FENCE/BLOCK WALL GENERAL NOTES POI POINT OF INTERCONNECTION PV PHOTOVOLTAIC PROPERTY LINE PVC POLYVINYL CHLORIDE 1. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE 8. WORKING CLEARANCES AROUND THE EXITING RBC RESIDENTIAL BUILDING CODE TRENCH WITH THE 2017 NEC, 2015 IRC, 2015 IFC AND ALL OTHER ELECTRICAL EQUIPMENT AS WELL AS THE NEW SFD SINGLE FAMILY DWELLING APPLICABLE REQUIREMENTS OF THE CITY OF WHEAT ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN STC STANDARD TESTING CONDITIONS SUB SUB PANEL CONDUIT PDO L!C RIDGE ACCORDANCE WITH NEC 110.26 V��O� E MANj SWH SOLAR WATER HEATER 2. PHOTOVOLTAIC ARRAYS SHALL BE PROVIDED WITH DC 9. ALL PHOTOVOLTAIC SYSTEM CONDUCTORS WILL BE 90 TCF TEMPERATURE CORRECTION FACTOR signed TYP TYPICAL Digitally sid by 53049 GROUND -FAULT PROTECTION. NEC 690.5 DEOGREE C RATED. NEC 690.31B, TABLE 310.16, TABLE LION UNLESS OTHERWISE NOTED Methode Maniraguha,PE Exp. 10 /31 /1,9) .17 3. DC GROUNDING ELECTRODE CONDUCTOR SHALL BE V VOLT Date: 2018.08.29 -o Vmp VOLTAGE AT MAX POWER �� � F� SIZED ACCORDING TO NEC 250.166. NEC690.47 B 10. WHERE DC CONDUCTORS ARE RUN INSIDE THE O lfCTR�CP � BUILDING (OR ATTIC), THEY SHALL BE CONTAINED IN A Voc OPEN -CIRCUIT VOLTAGE 17-06:40 -07'00[ F`css/pNALE��'\� 4. DC GROUNDING ELECTRODE SHALL BE BONDED TO THEMETAL RACEWAY. NEC 690.31 E) W WATT J SHALLAC B GROUNDING ELLER THAN THE THELAR EST GROOR UNDING SCOPE OF WORK J PAGE INDEX SHALL BE NO SMALLER THAN THE LARGEST GROUNDING 11. ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES C� ELECTRODE CONDUCTOR, EITHER AC OR DC. NEC 690.47 SHALL BE RAIN -TIGHT AND APPROVED FOR USE IN WET 11 - C 7 LOCATIONS. NEC314.15 QTY INSTALL PV 1 COVER SHEET 5. THE AC GROUNDING ELECTRODE CONDUCTOR SHALL 12. ANY CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE 32 T;aa Solar TSM-290DD05A(II) PV 2 SITE PLAN BE SIZED ACCORDING TO NEC 250.66 AND TABLE 310.15 B LISTED AS SUNLIGHT RESISTANT. NEC 300.6 C1, 310.8 D 16 APS YC500i 6 FOR DWELLINGS. NEC 690.47 C 2 1 100A SOLAR ONLY LOAD CENTER (COMBINER PANEL) PV 3 PV LAYOUT 13. ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE h METER PV 4 DETAILS &UPLIFT CALCULATIONS 6. GROUNDING BUSHINGS ARE REQUIRED AROUND BONDED AND ELECTRICALLY CONTINUOUS. NEC 250.90, 1 60,E 1 PV kWh DISCONNECT PRE -PUNCHED CONCENTRIC KNOCKOUTS ON THE DC 250.96 PV 5 ONE LINE DIAGRAM SIDE OF THE SYSTEM. NEC 250.97 1 6-01A FUSED AC DISCONNECT 14. ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A 1 UL LISTED JUNCTION BOX (FOR SSC) PV 5.1 THREE LINE DIAGRAM 7. GROUNDING SHALL BE CONTINUOUS AND INSTALLED RECOGNIZED ELECTRICAL TESTING LABORATORY AND POI - SUPPLY SIDE CONNECTION (SSC) TO ALLOW FOR PANEL REMOVAL WITHOUT DISRUPTING INSTALLED PER THE LISTING REQUIREMENTS AND THE PV 6 LABELS CONTINUITY. ALL MODULE GROUND CONNECTIONS SHALL MANUFACTURERS INSTRUCTIONS. NEC 690.9(A) J -SOX, RACEWAYS, AND WIRING BE MADE IN ACCORDANCE WITH NEC 690.4 (C) PV 7 NOTES &REFERENCES FOR MORE INFO SEE NOTES AND REFERENCES PAGE TOTAL SYSTEM SIZE 9.28 kW (DC) CS CUT SHEETS O N CO a v (D 0 m o cV Lf) U 2 } Q U F- n m Q o m v C F Y �00 0 w U � M LZLI > OD o 11 o<0 W r O m 0) O off - U Crp�, fir_ � h@at ✓/��� !r?IV15�O� Designer: Sofdesk ca e: NTS a e: 8/17/2018 Project: ODOM pvl yM ii Q� (D i o (n a m - m 0 z O N CO a v (D 0 m o cV Lf) U 2 } Q U F- n m Q o m v C F Y �00 0 w U � M LZLI > OD o 11 o<0 W r O m 0) O off - U Crp�, fir_ � h@at ✓/��� !r?IV15�O� Designer: Sofdesk ca e: NTS a e: 8/17/2018 Project: ODOM pvl P \ N ` n `\\ M 9 \ _ m z \ co \ \ \ \ LEGEND o E \ M o LO ALL -IN -ONE UTIL. METER & MAIN SERVICE PANEL FUL % \\\ a MAIN SERVICE PANEL (MSP)Cm MSP \\ \ Co (E) UTILITY METER M _ N N rn N (N) INVERTER i LC _ N � S (W/ INTEGRATED DC DISCO) INV (N) PV PRODUCTION METER pVM -13 (N) UNFUSED UTILITY FAC] AC DISCONNECT (N) FUSED UTILITY AC AC DISCONNECT (N) DC DISCONNECT DC 1 W N coM (N) LOAD CENTERLC D Z ; s, (COMBINER PANEL) 0 o r o E75� (E) SUB PANELJ SUB ��� O S Q) FENCE/BLOCK WALL o- 0 � 3 PROPERTY LINE --------- TRENCH --rm C'tY °� ROOF ARRAYL 7— ''�� ���► - AZIMUTH: 180° AZIMUTH: 180° MP 1 PITCH: 26° PITCH: 26° fYn ♦ nl�t5�°� ROOFING: COMP STORY: 2 esignec NOTES �RPOO LICE SofdeSk 1. EXISTING PLUMBING VENTS, SKYLIGHTS, EXHAUST V4••./•Q, T• A(�•. �F� (S""3/32"=1'-0" OUTLETS, VENTILATION INTAKE AIR OPENINGS \/ E C TO R •�v 0 • a e: SHALL NOT BE COVERED BY THE SOLAR E n o I n E E R s 906 n,ec:8/17/2018 PHOTOVOLTAIC SYSTEM. N 0 CC 34967 'X: 2. DC CIRCUIT THAT RUNS INTERIOR TO THE 651 W. GALENA PARKGLVO. 5TE. 101 PHONE (BOL) 990-7775 ODOM DRAPER, UTAH 84020 WWW.VECTORGE.COM .� : 1 O/ / 6/201 Q . Qz, STRUCTURE SHALL BE IN RIGID OR ELECTRICAL ••. LVV 1 V•,0 METALLIC TUBING AND LOCATED A MINIMUM OF 18" W E VSE Project Number: U2673-0129-181 •••..�....••• BELOW THE ROOF OR ALONG THE BOTTOM OF LOAD vector Structural Engineering has reviewed the existing structure �ss F tAL BEARING MEMBERS. with loading from the solar array and lag screw connections to the r PV 3 existing framing. The design of the racking system, connections, !' and all other structure is by others. Electrical, mechanical, STANDOFF SPACING: 4'-0" (TYP.) architectural, and all other nonstructural aspects of the design are PARALLEL RAIL SPACING: 2'-8" (TYP.) by others. 1 I ! g7,-7„ lid 4 i —t T�� � l� T I� i � —r T� I �� I i ! ! q N O Trina Solar TSM-290DD05A(II) y = n SOLAR MODULE MODULE CLAMP ATTACHED W/ 1. z SS BOLT AND CHANNEL NUT 0 SUNMODO MOUNTING RAIL SUNMODO LFOOT ATTACH W/ 5/16" S.S. FLANGE NUT C:) Co SUNMODO COMPOSITION o o N ROOF FLASHING N v } U) 0- < o i m (E) COMP c co N � N (E) ROOF DECKING E ° (E) 2X10 RAFTER @ 24" O.C. U!"U 5/16" S.S. LAG SCREW. 2.5" MIN EMBEDMENT U) TANDOFF E IL o A LU Scale: 1' 1/2" = 1' 06 J z 0) CEII >co J� w o =o �85 Q J W m ARRAY _ _ �< MODULE: Trina Solar TSM-290DD05A(II) W U r ORIENTATION: LANDSCAPE CONTIGUOUS SQ/FT: 17 - Largest Array MOUNTING HARDWARE J o- ci"v v. RAIL: SUNMODO STANDOFF/STANCHION: SUNMODO FRAMING MEMBER�a�' RAFTER/TRUSS SIZE: 2 X 10 RAFTER/TRUSS SPACING: 24" O.C. esigner ��p,©� Sofdesk _ ROOF °°°°°.p�, s ca e: ©° S• °°h®� SEE DETAIL �ECT®R 0 O ae: MEAN HEIGHT: 25' �s �iP ° MATERIAL COMP o°O p -'1a SHAPE: PITCHED e n o I n e E R s , 8/1 712 0 1 8 o� 34967'21 Project PITCH: 26° 657 W. GALENA PARK BLVD. STE. 701 PHDNE !8071 990-7 775 ° O ODOM DRAPER, UTAH 840217 WWW.VEDTDREE.- SCS 10/26/2018.-* ®° o GEOGRAPHY VSE Project Number: U2673-0129-181 ��� °°®°®®O°°®°°° EXPOSURE CATEGORY: C Vector Structural Engineering has reviewed the existing structure e�s' Alt- ANG PV / 4 with loading from the solar array and lag screw connections to the BASIC WIND SPEED: 115 existing framing. The design of the racking system, connections, SNOW LOAD (PSF): 35 and all other structure is by others. Electrical, mechanical, architectural, and all other nonstructural aspects of the design are `-•^" ����' �-' !.-v„�.M,...,._,w�''� by others. MODULE SPECS (32) TRINA SOLAR TSM-290DD05A(II) Voc = 39.50 V Isc = 9.50 A Vmp = 32.20 V Imp = 9.01 A Qj1 BRANCH CIRCUIT OF 6 APS YC500i W/ 12 Trina TSM-290OD05A(II) 99 1 BRANCH CIRCUIT OF 5 APS YC5001 W/ 10 Trina TSM-290OD05A(II) QQ1 BRANCH CIRCUIT OF 5 APS YC500i W/ 10 Trino TSM-290OD05A(II) Vmp = Vmp = 240V Al Isc = 13.6 13.68A B1 Isc = 11.40A Isc X 1.25R14.25A WIRE OCP:34.8A 10 PV WIRE 10 PV WIRE (1) L1 (1) L1 (1) L2 (1) L2 (1) NEUTRAL (1) NEUTRAL (1) EGG (1) EGG (1) L1 [BLK] (3) L2 [RED] CONDUIT. N A CONDUIT: N A SIZING DETAILS SIZING DETAILS WIRE CAUGE:#10 WIRE CAUCE:110 Isc X 1.257:17.1A Isc X 1.25R14.25A WIRE OCP:34.8A WIRE OCP:34.BA TEMP RATING: 90"C TEMP RATING: 90 C WIRE AMP RATINGL40A WIRE AMP RATNG:40A CONDUIT FLL:1 CONDUIT FILL 1 TEMP DE—RATE:0.87 TEMP DE—RATE:0.87 GENERAL NOTES 1. ALL SUPPLED EQUIPMENT IS UL LISTED. 2. ALL MODULES WILL BE GROUNDED IN ACCORDANCE WITH ELECTRICAL CODE AND THE MANUFACTURER'S INSTALLATION NSTRUCTIONS. 3. PHOTOVOLTAIC SYSTEM CONNECTS WITH A FEEDER SUPPLY SIDE CONNECTION TO BE PERFORMED USING VL LISTED INSULATED TAP CONNECTORS INSIDE UL LISTED ENCLOSURE 4. AC DISCONNECT TO BE VISIBLE FROM AND WITHIN 10' OF TAP LOCATION. 5. CONDUCTORS FOR SUPPLY SIDE CONNECTION SHALL NOT BE SMALLER THAN AWG 0. JUNCTION WILEY 600VCC BOX NEMA 3R Array to Junction Box SOLAR ONLY SOL ARE D LOAD CENTER 100A, NEMA 31? 3R 20A 15A G1 15A AC CALCS TOTAL INVERTER MAX AC CONTINUOUS OUTPUT x 125% (2.29 06 x 1.25) = 45.5 MINIMUM PROPOSED PV SYSTEM OCPD: 50A 60A PV SQUARE D SYSTEM DU222RO DISCONNECT 60A, 240V SWITCH NEMA 3R TRENCH APPROX 160', IN 1-1/2' PVC. MIN IT BURIAL DEPTH J Box to Combiner Combiner Panel to POI Vmp = Vmp 240V MIRE OCP:34.8A 131�1.6 Isc = 13.68A Isc = �1 WIRE AMP RATINGA0A H1 36.48A CONDUIT FtLL:1 CONDUIT FILL:1 ,WG #10 THWN-2AWG 5 THWN-2 (3) L1 [BLK] (1) L1 [BLK] (3) L2 [RED] (1) L2 [RED] SIZING DETAILS SIZING DETAILS WIRE GAUGE: 110 WARE GAUGE:16 Isc X L257.17.1A Isc X 1.25745.6A MIRE OCP:34.8A WIRE DCP:56.55A TEMP RATNG:90'C TEMP RATING:90C WIRE AMP RATINGA0A WIRE AMP RATING:65A CONDUIT FtLL:1 CONDUIT FILL:1 TEMP DE—RATE:0.87 TEMP DE—RATE:0.87 1, 2. 3. 4. H1 120% RULE BUS BAR RATING: 200A MAIN BREAKER RATING: 200A (200A x 1.2) — 200A= 40A 40A MAX BACK FEED MAIN PANEL SPECS (E) 200A MAIN SERVICE PANEL (E) 20OA/2P MAIN CIRCUIT BREAKER MAN SERVICE ENTRANCE 60A PV SQUARE D SYSTEM D222NRB DISCONNECT 60A, NEMA 3R 3R l SWITCH FUSED TYPE R) I 50A PV SYSTEMIMILBANK kWh METER U4801XL5T9 200A, 240Y PY PRODUCTION METER NOTES: The self—contained metering will be in compliance with the august 18th, 2017revision of the Xcel Energy Installation Standards; specifically Setan 4.11. The PV production meter will be required to have the PV generation wired to the line side terminals (top of meter block) The meter socket for the PV production meter shall be marked with a stamped brass, aluminum, or the requirements for 'Meter Identificotion' in Section 4.14.4 of the Xcel Energy Standard. The PV production meter shall be located within ten (10) feet of the existing utility meter. If there is any reason this cannot be accomplished, a site pkat showing proposed equipment locations shill be submitted for review. The local meter shop must approve the site plan for application approval; site be meetings can be arranged upon request. 1 EMP SPECS MAX AVERAGE AMBIENT TEMP: 73F RECORD LOW TEMP: 19F TEMP CORRECTION ROOFTOP: 0.87 TEMP CORRECTION NON—ROOFTOP: 0.87 CONDUIT HEIGHT: 2 in. ROOFTOP ADDER: 40F ROOFTOP TEMP: 113F PER NEC 310.15 (8)(2)(a) & NEC 110.14(CXI) T WIRE OCP = AMP RATING X CONDUIT FILL X TEMP. DERATE MAX AC & DC Isc TO BE LESS OR EQUAL TO MIRE OCP FOR WIRE TO BE NEC COMPLIANT CONDUCTORS ARE SUNLICHT RESISTANT AND SUITABLE FOR WET OR DRY LOCATION GROUNDING NOTES GROUNDING ELECTRODE CONDUCTOR MUST TIE INTO AC GROUNDING ELECTRODE SYSTEM AND BE INSTALLED IN ACCORDANCE WITH NEC 250.64 AND 690,47(CX2). CONDUCTORS MUST BE CONTINUOUS AND CONNECTIONS MUST BE IRREVERSIBLE. (E) 200A TOP FED MAIN SERVICE PANEL (E) 200A i (E) WIRING I BI-DIRECTIONAL UTILITY METER _ TO UTILITY GRID 240 VAC 1 � POI - SUPPLY SIDE CONNECTION Digitally signed by Methode Maniraguha,PE Date: 2018.08.29 17:07:07 -07'00' D' MAN�F2cS'� 53049 Exp. 10 / 31 / 19 FssionlA�EN�� 1Mv m o r.+ V) .. a (D m a - Cin Z 0 0 cD 0 cD N U rn F a a Q o cu G NQN rLl. V Q W _Z J Z O to w E 09 LL U M Z o LL a p t O C00 r" t w in N m O � � O� Designer: Sofdesk ca e: NTS a e: 8/17/2018 Project: OD F- 5 O z O U 06 O I- U 0 z MODULE SPECS GENERALNOTES (32) TRINA SOLAR TSM-29ODD05A(II) 1. ALL SUPPLIED EQUIPMENT IS UL LISTED. Voc = 39.50 V Isc = 9.50 A 2. ALL MODULES WILL BE GROUNDED IN ACCORDANCE WITH ELECTRICAL CODE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS Voc = 32.20 V Imp = 9.01 A 3. PHOTOVOLTAIC SYSTEM CONNECTS WITH A FEEDER SUPPLY SIDE CONNECTION TO BE PERFORMED USING UL LISTED INSULATED TAP CONNECTORS INSIDE UL LISTED ENCLOSURE. 4. AC DISCONNECT TO BE VISIBLE FROM AND WITHIN 10' OF TAP LOCATION. 5. CONDUCTORS FOR SUPPLY SIDE CONNECTION SHALL NOT BE SMALLER THAN AWG #8. 1 BRANCH CIRCUIT OF 6 APS YC5001 W/ 12 Trina TSM-29ODD05A(ll) i I 1 BRANCH CIRCUIT Lomainer Panel to POI = OF 5 APS YC500i W/ 0.87 i i 10 Trina TSM-29ODD05A(li) CONDUIT HEIGHT. = 1 BRANCH CIRCUIT OF 5 APS YC500i W/ �V Isc 13.6 Isc = 13.68A 10 Trina TSM-29ODD05A(II) L------ ----------------- 1137 SOLAR ONLY SQUARE D LOAD CENTER 100A 240V NEMA 3R 1 AC CALCS TOTAL INVERTER MAX AC CONTINUOUS OUTPUT x 125% (2.28x16x1.25)=45.6 MINIMUM PROPOSED PV SYSTEM OCPD: 50A 60A PV SQUARE D SYSTEM DU222RB DISCONNECT 60A, 240V SWITCH NEMA 31? TRENCH APPROX 160, IN 1-1/2- PVC. MIN 18' BURIAL DEPTH Array to Junction Box i box to Combiner Lomainer Panel to POI = = 440V 0.87 TEMP CORRECTION NON -ROOFTOP: 0.87 CONDUIT HEIGHT. = = 240V �V Isc 13.6 Isc = 13.68A �Vmp P 1Isc = 11.40A 1137 �Vmp Isc = 13.68A 13.6 Eft Isc = 36.48A 10 PV WIRE 0 PV WIRE AWG JIO THWN-2 AWG J6 THWN-2 (1) L1 (1) Ll (3) Li [BLK] (1) Li [BLK] (1) L2 (1) L2 (3) L2 [RED] (1) L2 [RED] (1) NEUTRAL (1) NEUTRAL 3 NEUTRAL [WHT 1 NEUTRAL WHT (1) EGC (1) EGC AWG 0 THWN-2 AWG J6 THWN-2 1 EGC GEC GRN 1 EGC GEC LGRNJ CONDUIT: N A CONDUIT: N A CONDUIT: 3/4* EMT CONDUIT: 3/4" EMT SIZING DETAILS SIZING DETAILS SIZING DETAILS SIZING DETAILS WIRE GAUGE: 16 WIRE GAUGE: 110 WIRE GAUGE: #10 WIRE GAUGE: #10 Isc X 1.25Y17.1A Isc X 1.25%14.25A Isc X 1.25Yz17.1A Isc X 1.25X 45.6A WIRE OCP:34.8A WIRE OCP: 343A WIRE OCP:34.BA WIRE OCP: 56.55A TEMP RATING:901C TEMP RATING:90'C TEMP RATING90'C TEMP RATING.90'C WIRE AMP A WRE AMP A �RE AMP RATING:40A RE AMP mA CONDUIT 0.87 TEMP E E87 TEMP TEMP DE-RATE:0.87 TEMP DE-RATE0. 1. 2. 3. 4. H1 120% RULE BUS BAR RATING: 200A MAIN BREAKER RATING. 200A (200A x 1.2) - 200A= 40A 40A MAX BACK FEED MAIN PANEL SPECS (E) 200A MAIN SERVICE PANEL (E) 20OA/2P MAIN CIRCUIT BREAKER MAIN SERVICE ENTRANCE 60A PV ISQARED SYSTEM D222NRB DISCONNECT 60A, 240V NEMA 313 1 SWITCH FUSED(T(TYPE R) I 501 A I H1 PV SYSTEPMILBANK kWh METER U4801XL5T9 200A, 240V fl GROUNDING NOTES GROUNDING ELECTRODE CONDUCTOR MUST TIE INTO AC GROUNDING ELECTRODE SYSTEM AND BE INSTALLED IN ACCORDANCE WITH NEC 250.64 AND 690.47(C)(2). CONDUCTORS MUST BE CONTINUOUS AND CONNECTIONS MUST BE IRREVERSIBLE (E) 200A TOP FED MAIN SERVICE PANEL (E) 200A PV PRODUCTION METER NOTES: The self-contained metering will be in compliance with the august 18th, 2017revision of the Xcel Energy installation Standards; specifically Setion 4.11. The PV production meter will be required to have the PV generation wired to the line side terminals (top of meter block) The meter socket for the PV production meter shall be marked with a stomped brass, aluminum, or the requirements for "Meter Identification' in Section 4.14.4 of the Xcel Energy Standard. The PV production meter shall be located within ten (10) feet of the existing utility meter. If there is any reason this cannot be accomplished, a site plan showing proposed equipment locations shall be submitted for review. The local meter shop must approve the site plan for application approval; site be meetings can be arranged upon request TEMP SPECS MAX AVERAGE AMBIENT TEMP: 73F RECORD LOW TEMP: 197 TEMP CORRECTION ROOFTOP: 0.87 TEMP CORRECTION NON -ROOFTOP: 0.87 CONDUIT HEIGHT. 2 in. ROOFTOP ADDER: 407 ROOFTOP TEMP: 1137 PER NEC 310.15 (6)(2)(a) & NEC 110.14(C)(1) WIRE OCA = AMP RATING X CONDUIT FILL X TEMP. DERATE MAX AC Ac DC Isc TO BE LESS OR EQUAL TO WIRE OCP FOR WIRE TO BE NEC COMPLIANT CONDUCTORS ARE SUNLIGHT RESISTANT AND SUITABLE FOR WET OR DRY LOCATION i (E) WIRING 131 -DIRECTIONAL UTILITY METER _ TO UTILITY GRID 240 VAC 1 P01 - SUPPLY SIDE CONNECTION Digitally signed by Methode Maniraguha,PE Date: 2018.08.29 17:07:24 -07'00' � aMAN99��F0 53049 Exp. 10 / 31 / 19 PO F/FCTRIC¢� FFSS/ONAIEN�'� � N � O N CO QE O O M O n N L0 U } a_ a m Q o c v N N co E Oj G Q Q W U � � z o W 0 Qro W co M Z W N O o a rn W ods W 2 rt '�'qat 0 1 i 9 �ivisio� es�gner Sofdesk ca e: NTS ate: 8/17/2018 ro�ec ODOM PV' 5.1 MODULE SPECS (32) TRINA SOLAR TSM-290DDO5A(II) Voc = 39.50 V Ise = 9.50 A Vmp = 32.20 V Imp = 9.01 A GENERALNOTES 1. ALL SUPPLIED EQUIPMENT IS UL LISTED. 2. ALL MODULES WILL BE GROUNDED IN ACCORDANCE WITH ELECTRICAL CODE AND THE MANUFACTURER'S INSTALLA11ON INSTRUCTIONS. 3. PHOTOVOLTAIC SYSTEM CONNECTS WITH A FEEDER SUPPLY SIDE CONNECTION TO BE PERFORMED USING UL LISTED INSULATED TAP CONNECTORS INSIDE UL LISTED ENCLOSURE. 4. AC DISCONNECT TO BE VISIBLE FROM AND WITHIN 10' OF TAP LOCATION. 5. CONDUCTORS FOR SUPPLY SIDE CONNECTION SHALL NOT BE SMALLER THAN AWG A 1 BRANCH CIRCUIT r OF 6 APS YC500i W/ 12 Trina TSM-29ODDO5A(II) i i 1 BRANCH CIRCUIT OF 5 APS YC5001 W/ 10 Trina TSM-29ODD05A(II) i i t BRANCH CIRCUIT OF 5 APS YC5001 W/ 10 Trina TSM-29ODD05A(II) L ----------------------------- JUNCTIIOON 16MCO)LOEVYDC NEMA 3R LI L2 1 N L1 L2 GB1 N Li tt L2 r Nin _ EGJ AC SIDE SOLAR ONLY I SQUARE D LOAD CENTER 100A 240V NEMA 3R ME= AC CALCS TOTAL INVERTER MAX AC CONTINUOUS OUTPUT x 125% (2.28 x 16 x 1.25) = 45.6 MINIMUM PROPOSED PV SYSTEM OCPD: 50A 60A PV SQUARE D SYSTEM DU222RB DISCONNECT 60A, 240V SWITCH NEMA 3R TRENCH APPROX 160', IN 1-1/2' PVC. MIN 18* BURIAL DEPTH Array to Junction Box .i box to Combiner uomolner Panel to POI = 2400 = 2400 0.87 TEMP CORRECTION NON -ROOFTOP: 0.87 CONDUIT HEIGHT. = p = 2400 �V se Ise = 13.68a Al �Vme 61 Ise = 11.40A 113F ZW in m J �V se 13,6 G1 Ise = 13.68A EVM13c= rn o W ry 36.48A 10 PV WIRE 10 PV WIRE AWG #10 THWN-2 AWG #6 THWN-2 (1) Lt (1) L1 (3) Lt [BLK] (1) Lt [BLK] (1) L2 (1) L2 (3) L2 [RED] (1) L2 [RED] (1) NEUTRAL (1) NEUTRAL 3 NEUTRAL [WHT1 1 NEUTRAL WHT (1) EGC (1) EGC AWG #6 THWN-2 AWG J6 THWN-2 1 EGC GEC GRN 1 EGC GEC LGRNj CONDUIT: N A CONDUIT: N A CONDUIT: 3/4- EMT CONDUIT: 3/4' EMT SIZING DETAILS SIZING DETAILS SIZING DETAILS SIZING DETAILS WIRE GAUGE:110 WIRE GAUGE: (10 WIRE GAUGE: #10 WIRE GAUGE: 16 Ise X 1.25%17.1A Ise X 1.25%:14.25A Ise X 1.255a17.tA Ise X 1.25%:45.6A WIRE OCP: 34.8A WIRE OCP:34.8A WIRE OCP: 34.8A WIRE OCP: 56.55A TEMP RATING -90'C TEMP RATING:90*C TEMP RATING: 90'C TEMP RATING -9" RE AMP mTEM RE AMP A� RE AMP RE AMP RATIN'G:65A CONDUIT RATE:0.87 E0.87 TEMa��DE RATE0.87 �mTEMP DE RATE 0.81A�mTEMPT 4DE-DUIT E i 2. 3. 4. 120% RULE BUS BAR RATING 200A MAIN BREAKER RATING: 200A (200A x 1.2) - 200A= 40A 40A MAX BACK FEED MAIN PANEL SPECS (E) 200A MAIN SERVICE PANEL (E) 20OA/2P MAIN CIRCUIT BREAKER MAIN SERVICE ENTRANCE 60A PV SQUARE D SYSTEM D222NRB DISCONNECT 60A, NEMA 3R 3R SWITCH FUSED (TYPE R) 50A L1 Lt 1 H1 Lz Lz H1 GND _ G PV SYSTEM MUM kWh METER U4801XL5T9 200A, 240V PV PRODUCTION METER NOTES: The self-contained metering will be in compliance with the august 18th, 2017revision of the Xcel Energy Installation Standards; specifically Setion 4.11. The PV production meter will be required to have the PV generation wired to the line side terminals (top of meter block) The meter socket for the PV production meter shall be marked with a stamped bross, aluminum, or the requirements for 'Meter Identification' in Section 4.14.4 of the Xcel Energy Standard. The PV production meter shall be located within ten (10) feet of the existing utility meter. If there is any reason this cannot be accomplished, a site plan showing proposed equipment locations shall be submitted for review. The local meter shop must approve the site plan for application approval; site be meetings can be arranged upon request. MAX AVERAGE AMBIENT TEMP: 731F RECORD LOW TEMP: 197 TEMP CORRECTION ROOFTOP: 0.87 TEMP CORRECTION NON -ROOFTOP: 0.87 CONDUIT HEIGHT. 2 in. ROOFTOP ADDER: 40T ROOFTOP TEMP: 113F PER NEC 310.15 (8)(2)(a) & NEC 110.14(C)(1) WIRE OCP = AMP RATING X CONDUIT FILL X TEMP. DERATE MAX AC & DC Ise TO BE LESS OR EQUAL TO WIRE OCP FOR WIRE TO BE NEC COMPLIANT CONDUCTORS ARE SUNLIGHT RESISTANT AND SUITABLE FOR WET OR DRY LOCATION GROUNDING NOTES GROUNDING ELECTRODE CONDUCTOR MUST TIE INTO AC GROUNDING ELECTRODE SYSTEM AND BE INSTALLED IN ACCORDANCE WITH NEC 250.64 AND 690.47(CK2). CONDUCTORS MUST BE CONTINUOUS AND CONNEC11ONS MUST BE IRREVERSIBLE (E) 200A TOP FED MAIN SERVICE PANEL (E) 200A Z < D _ H z BI-DIRECTIONAL UTILITY METER (E) WIRING —J lj� _ TO UTILITY GRID 240 VAC 1 ¢ POI - SUPPLY SIDE CONNECTION Digitally signed by Methode Maniraguha,PE Date: 2018.08.29 17:07:24 -07'00' N50 L �p� 4pE MA/(/y99 sF� �� CG 53049 Exp. 10 / 31 /19 L 0 oo � E OO pO n N Lr)u W 07 a � Q o U7 � v H Y N y N v c� G Q Q W � N U � � C Lu� O W °' s Q O W 07 - ZW in m J Ooia W rn o W ry �� �iviSept' esignec Sofdesk ca e: NTS a e: 8/ 17/2018 ro�ect: ODOM PV 5.1 INVERTER NEC 690.17(4) UNGROUNDED SYSTEMS WARNING ELECTRIC SHOCK HAZARD. THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED. NEC 690.14(C)(2) PHOTOVOLTAIC DISCONNECT FOR UTILITY OPERATIONS PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN AC DISCONNECT NEC 690.14(C)(2) PHOTOVOLTAIC DISCONNECT FOR UTILITY OPERATIONS NEC 690.54 PHOTOVOLTAIC ARRAY AC DISCONNECT OPERATING CURRENT: 36.48 A OPERATING VOLTAGE: 240 V CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES & JUNCTION BOXES NEC 690.31(E)(3) CONDUIT Warning: Photovoltaic Power Source NtU liyU.351f•1 UNUKUUNULU SYJ I tM5 JUNU I IUN t WARNING ELECTRIC SHOCK HAZARD. THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED. LOAD CENTER WARNING! THIS LOAD CENTER IS DEDICATED TO PHOTOVOLTAIC SYSTEM ADD NO ADDITIONAL LOADS ;OX MAIN SERVICE PANEL NEC 705.12(D)(4) WARNING THIS SERVICE ALSO SERVED BY A PHOTOVOLTAIC SYSTEM NEC 705.12(D)(7) WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE LABEL TO BE INSTALLED DIRECTLY NEXT TO PV BACKFEED BREAKER. IF INSTALLED ANYWHERE ELSE ON DEADFRONT THEN A PERMANENT ARROW FROM LABEL POINTING TO PV BACKFEED BREAKER REQUIRED. NEC 690.54 PHOTOVOLTAIC POWER SOURCE OPERATING AC VOLTAGE: 240 V MAXIMUM OPERATING AC OUTPUT CURRENT: 36.48 AMPS NEC 690.14(C)(2) PHOTOVOLTAIC DISCONNECT FOR UTILITY OPERATIONS Markinq Content and Format: -Red Background -White Lettering -Minimum 3/8" Letter Height -All capital letters -Arial or similar font, Non bold o D 9QLlR9 e� 53049 y Exp. 10 / 31 / 19 �D,c F�tc R1CP� FSs�ONALEN� NOTES Digitally signed by Methode Maniraguha,PE Date: 2018.08.29 17:08:17 -07'00' Marking is required on all interior and exterior PV conduit, raceways, enclosures, cable assemblies, and junction boxes to alert the fire service to avoid cutting them. Marking shall be placed every 10', within 1' of turns or bends, above and/or below penetrations, and at all PV combiner and junction boxes. Reflective weather resistant material suitable for the environment (durable adhesive materials must meet this requirement) OD !] E 0 O U N U 2 } ~ n 0 Q M C N N N N E � W U � M a Cn UJ Q CD < J 0 o W�OD LV CO N M J O0o� 0 O�� Sofdesk NTS % a e: 8/17/2018 ODOM (PV 6 PHOTOVOLTAIC SYSTEM SHALL BE INSTALLED ACCORDING TO THE 2017 NATIONAL ELECTRICAL CODE WITH REFERENCE TO THE FOLLOWING: ARTICLE 690, AND SECTIONS 200-6, 210-6, 230-70, 240-3, 250-26, 250-50, 250-122 TO INCLUDE REFERENCED SECTIONS AND TABLES NEC 220.82(B) General Loads. The general calculated load shall be not less than 100 percent of the first 10 kVA plus 40 percent of the remainder of the following loads: NEC 240.4(B) Devices Rated 800 Amperes or Less. The next higher standard overcurrent device rating (above the ampacity of the conductors being protected) shall be permitted to be used, provided all of the following conditions are met: (1) The conductors being protected are not part of a multioutlet branch circuit supplying receptacles for cordand- plug-connected portable loads. (2) The ampacity of the conductors does not correspond with the standard ampere rating of a fuse or a circuit breaker without overload trip adjustments above its rating (but that shall be permitted to have other trip or rating adjustments). (3) The next higher standard rating selected does not exceed 800 amperes. NEC 240.6(A) Fuses and Fixed -Trip Circuit Breakers. The standard ampere ratings for fuses and inverse time circuit breakers shall be considered 15, 20, 25, 30, 35, 40, 45, 50, 60, 70, 80, 90, 100, 110, 125, 150, 175, 200, 225, 250, 300, 350, 400, 450, 500, 600, 700, 800, 1000, 1200, 1600, 2000, 2500, 3000, 4000, 5000, and 6000 amperes. Additional standard ampere ratings for fuses shall be 1, 3, 6, 10, and 601. The use of fuses and inverse time circuit breakers with nonstandard ampere ratings shall be permitted. NEC TABLE 250.66 Size of Alternating -Current Grounding Electrode Conductor. The size of the grounding electrode conductor at the service, at each building or structure where supplied by a feeder(s) or branch circuit(s), or at a separately derived system of a grounded or ungrounded ac system shall not be less than given in Table 250.66, except as permitted in 250.66(A) through (C). NEC 250.64(C) Grounding electrode conductor to be continuous, grounding crimps to be irreversible NEC 250.160 AND PART VII NEC 250.97 Bonding for Over 250 Volts. For circuits of over 250 volts to ground, the electrical continuity of metal raceways and cables with metal sheaths that contain any conductor other than service conductors shall be ensured by one or more of the methods specified for services in 250.92(B), except for (B)(1). NEC TABLE 310.16 Table 310.16 Allowable Ampacities of Insulated Conductors Rated 0 Through 2000 Volts, 60°C Through 90°C (140°F Through 1940F), Not More Than Three Current -Carrying Conductors in Raceway, Cable, or Earth (Directly Buried), Based on Ambient Temperature of 30°C (86°F) NEC 422.30 Disconnecting Means - General. A means shall be provided to simultaneously disconnect each appliance from all ungrounded conductors in accordance with the following sections of Part III. If an appliance is supplied by more than one branch -circuit or feeder, these disconnecting means shall be grouped and identified as the appliance disconnect. NEC 422.60 Nameplate Marking. Each electrical appliance shall be provided with a nameplate giving the identifying name and the rating in volts and amperes, or in volts and watts. If the appliance is to be used on a specific frequency or frequencies, it shall be so marked. Where motor overload protection external to the appliance is required, the appliance shall be so marked. NEC 422.62(B) Additional Nameplate Markings. Appliances, other than those factory -equipped with cords and attachment plugs and with nameplates in compliance with 422.60, shall be marked in accordance with 422.62(B)(1) or (13)(2). NEC 690.4(C) Module Connection Arrangement. The connection to a module or panel shall be arranged so that removal of a module or panel from a photovoltaic source circuit does not interrupt a grounded conductor to other PV source circuits. NEC 690.5 Ground -Fault Protection. Grounded do photovoltaic arrays shall be provided with do ground -fault protection meeting the requirements of 690.5(A) through (C) to reduce fire hazards. Ungrounded do photovoltaic arrays shall comply with 690.35. NEC 690.7(D) Circuits over 150 Volts to Ground. In one- and twofamily dwellings, live parts in photovoltaic source circuits and photovoltaic output circuits over 150 volts to ground shall not be accessible to other than qualified persons while energized. NEC 690.8(A)(1) Photovoltaic Source Circuit Currents. The maximum current shall be the sum of parallel module rated shortcircuit currents multiplied by 125 percent. NEC 690.8(A)(3) Inverter Output Circuit Current. The maximum current shall be the inverter continuous output current rating. NEC 690.8(B)(1) Overcurrent Devices. Overcurrent devices, where required, shall be rated as required by 690.8(B)(1)(a) through (1)(d). NEC 690.14(C)(2) Marking. Each photovoltaic system disconnecting means shall be permanently marked to identify it as a photovoltaic system disconnect. NEC 690.17 Where all terminals of the disconnecting means may be energized in the open position, a warning sign shall be mounted on or adjacent to the disconnecting means. The sign shall be clearly legible and have the following words or equivalent: WARNING - ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION NEC 690.33 Connectors. The connectors permitted by Article 690 shall comply with 690.33(A) through (E). NEC 690.35 Ungrounded Photovoltaic Power Systems. Photovoltaic power systems shall be permitted to operate with ungrounded photovoltaic source and output circuits where the system complies with 690.35(A) through (G). NEC 690.53 Direct -Current Photovoltaic Power Source. A permanent label for the direct-current ��"pDO LlGF� photovoltaic power source indicating items (1) through (5) shall be provided by MAN/q �'F� the installer at the photovoltaic disconnecting means: cry Digitally signed by RATED MAXIMUM POWER -POINT CURRENT 53049 D Methode RATED MAXIMUM POWER -POINT VOLTAGE Exp. 10 / 31 i 19 o Maniraguha,PE MAXIMUM SYSTEM VOLTAGE (REF: 690.7 (A)) �o,c �FcrR��� �Date: 2018.08.29 SHORT-CIRCUIT CURRENT (REF: 690.8 (A)) FSs�ONM1.E`Date:17:0751 -008.2 MAXIMUM RATED OUTPUT CURRENT OF THE CHARGE CONTROLLER [IF INSTALLED] NEC 690.56(B) Facilities with Utility Services and PV Systems. Buildings or structures with both utility service and a photovoltaic system shall have a permanent plaque or directory providing the location of the service disconnecting means and the photovoltaic system disconnecting means if not located at the same location. NEC 690.64(B)(5) Point of Connection. The output of a utilityinteractive inverter shall be connected as specified in 690.64(A) or (B). NEC 705.10 Directory. A permanent plaque or directory, denoting all electric power sources on or in the premises, shall be installed at each service equipment location and at locations of all electric power production sources capable of being interconnected. U) W U Z W W Z 56-0 W W Q� LL o o W Lu C2 m 06 oma`° (n O W I— O '_kh eaD 03Ri a• �g Division° NTS 8/17/2018 ODOM PV` �7 *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201708198 PERMIT NO: 201708198 ISSUED: 10/11/2017 JOB ADDRESS: 11490 W 38th AVE EXPIRES: 10/11/2018 JOB DESCRIPTION: Residential Re -roof to install stone coated metal - 67 sq Pitch = 6/12 (3rd party inspector required) *** CONTACTS *** OWNER (303)944-7665 ODOM JOHN A JR SUB (303)274-1111 Manuel Rocha 021129 Horn Brothers Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 40,425.00 FEES Total Valuation 0.00 Use Tax 848.93 Permit Fee 626.05 ** TOTAL ** 1,474.98 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201708198 PERMIT NO: 201708198 ISSUED: 10/11/2017 JOB ADDRESS: 11490 W 38th AVE EXPIRES: 10/11/2018 JOB DESCRIPTION: Residential Re -roof to install stone coated metal - 67 sq Pitch = 6/12 (3rd party inspector required) 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 1 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 pert"ormed is disclosed in this document and/or its' accompanying approved plans and specifications. (0 I�_ t -I Signature of OWNER 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 Offcial 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 applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of ChW­B(1!1ing Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I') q� Dane Lovett Zo/7) '� From: no-reply@ci.wheatridge.co.us Sent: Tuesday, October 10, 2017 7:24 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed 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 11490 38th Ave Property Owner Name John Odom Property Owner Phone 303-944-7665 Number (enter WITH dashes, eg 303-123-4567) I Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract humberto@hornbrothersroofing.com Yes John Odom.pdf CONTRACTOR INFORMATION Contractor Business Horn Brothers Roofing Name Contractor's License 021129 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 7203912444 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 2325 S JASON ST (Primary address of your business) Contractor Email Address humberto@horn brothers roofing. com Retype Contractor Email Address DESCRIPTION OF WORK humberto@hornbrothersroofing.com TOTAL SQUARES of 67 the entire scope of work: Project Value (contract 40425 value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or No Pitched roof (2:12 pitch or greater) both? (check all that apply) What is the specific pitch 6:12 of the PITCHED roof? How many squares are 67 part of the PITCHED roof? Describe the roofing Gerard Stone Coated Metal. materials for the PITCHED roof: Type of material for the Metal PITCHED roof: Provide any additional Remove metal and install Gerard Stone Coated Metal house. detail here on the description of work. (Is this for a house or garage? Etc) 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 3 submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Humberto Cruz Email not displaying correctly? View it in your browser. Phone 303-274-1111 In Business Since 1984 HORN BROTHERS ROOFING f COLOROi®O COMPigNY 2325 S. Jason Street • Denver, Colorado 80223 OWNER STREET 1440 (x,2. S F1.1Q CITY WhPQt "jl�dnD _MAPSCO TEL TEL S P! . .2F OKi Ce -4 SPECIFICATIONS►, LJO"REPAIR OR REPLACE WIT(Hto STYLE OF SHINGLE 4,,►L-'11 •C, dCOLOR OF SHINGLEWVf 1 EAR OFF Ur�ES ❑ NO lj(,c., A LAYER(S) W4ANUFACTURERS LIMITED WARRANTY o 4L*R(S) LJ"COMPANY'S LIMITED WARRANTY S YEAR(S) ® VALLEY [CLOSED LJOPEN TYPE JJ'RIDGE MATERIAL (O ev'U+ TYPE t>V,4LC,1C JJ'EDGING e vcL "®d COLOR 0 (2`SIZE U"AEPLACE PIPE JACKS IU'AEPLACE LP VENTS QJ�INSTAL�FELT ISO [ f ✓A ,e UAW UL-A_'VES J.�KLLEY PENETRATIONS EXTRA WORK LEAN -UP & HAUL OFF ROOFING TRASH A LEAN OUT GUTTERS & ROOFING TRASH T U,40TECT LANDSCAPE WHERE NEEDED R PVER POOL AND/OR DECK IF NEEDED V PAINT ROOF STACKS COLOR F U14/0LL MAGNET Z Fax 303-,462-1176 REPRESENTATIVE A rr3� — " DATE q BILLING ADDRESS \1 L I CITY STATE _ ZIP SPECIAL ATTENTION �OLAR PANELS...........................AREAS ....... LJ YES Q<O Ua/GUTTERS (ANY OLD DAMAGE) ...�.� ... �ES LINO SKYLIGHTS: HOW MANY I SIZE 10A��� �I S Ld/PITCH: ANY AREAS UNDER 4/12 .................... i(YES LINO LAT AREAS: L:. SOFFIT ❑ O` -P-EN OR BOXED AKS: WHERE 1Sbp ,-e Odl 'j0 0kylj,AW INTERIOR DAMAGE: WHERE FUw,- (rL ck�real, Jtv, DOES DRIVEWAY HAVE CRACKS .................... YES LINO DIAGRAM or NOTES EXISTING TYPE ROOF U603Ud AGE PITCH C% 1 �, ACCESS W U SPECIAL INSTRUCTIONS C 3. i�itC c E1 v � 4 x W �� {� STEEP. t -c 2-STORY C eh Cii it'f,.Q?` r u7J �i % Ct TERMS / WE HEREBY PROPOSE to furnish labor and materials in accordance with the specifications, set out herein, for the sum of $ 6 7 39 "Contract Price'. When accepted by Company, this becomes a binding contract subject to the specifications and all terms as set out herein. BILLING AGRE�AENT: I✓ c,1W, f ff �i. �c Ck:�✓tvL ��t� C1�"<<`�t� -:Jf t�%k3�i C:�•�-i?C ACCEPTED BY i -(Y DATE Ill WITNESS INSURANCE CO. MORTGAGE CO. ACCEPTED BY SALESMAN CLAIM NO. j `d ACCOUNT NO. DATE ADDRESS __ CITY STATE ZIP i CITY OF WHEAT RIDGE >, Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes No-`` When corrections h ve been made, call for re -inspection at 303-234-5933 Date:_ 7� �. Inspector: ' DO NOT REMOVE THIS NOTICE e Buil ding Pe • • Complete . ..: (p lease Plan P erin it # Addre Cit State, Zip: C ontractors . N I'll. "a Electrical: Plumbing Mechanical: # r * 4 4 .4 4 a .• • � ► a 4 r M a ,♦ * � 4+ 4 t 4 4 s ♦' a CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 093380 Issued: 05/24/10 Stipulations: Repair Bedroom and Deck from July 2009 Storm Damage This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 11490 W 38TH AVE Parcel Number: 39- 282 -05 -036 Owner: John Odom Jr 11490 W 38th Ave Wheat Ridge CO 80033 Contractor: For the Following Purpose: Res. Miscellaneous CoOX Editions NO change shall be made in the USE of 2003 ICC /2005 NEC this building without prior notice 2003 ICC /2002 NEC and a new Certificate of Completion 1997 UBC /2002 NEC from the City of Wheat Ridge. Sprinkler System ng Inspector Zoning Administrator IFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 05/25/10 08:11:04 City of Wheat Ridge Page 1 bp701 -15 PERMIT INFORMATION - 093380 mmackey PERMIT INFORMATION: Permit #: 093380 Address: 11490 W 38TH AVE Permit Type: Re, Miscellaneous Parcel Cd: 39- 282 -05 -036 Permit Dt: 10/15/2009 OWNER: John Odom Jr Expires: 05/24/2010 Address: 11490 W 38th Ave City /St /Zip: Wheat Ridge CO 80033 LAND PARCEL INFORMATION: Zone Cd: Unassigned DU: 1 SetBacks- Front: 0.0 Funct Use: Unassigned Last Zone Dt: Left: 0.0 Subdivision: BROOKSIDE Annex Dt: Right: 0.0 Cent Type: Miscellaneous _ Lot: Block No: 0 Back: 0.0 Legal: JOB DESCRIPTION: Repair storm damage to bedroom and deck from tree FEES QTY DUE PAID: Permit Fee 17,000.00 363.10 363.10 Plan Review Fee .00 236.02 236.02 Total Valuation 17,000.00 .00 .00 Use Tax 17,000.00 306.00 306.00 ---------- 905.12 --- - - - - -- 905.12 CONTACTS: owner John Odom Jr 11490 W 38th Ave Wheat Ridge CO 80033 3034312800 PARCEL INFORMATION: 10 Structure Type 2.55 20 Year Built 1901 30 Property Type REBID PERMIT CONDITIONS: KC: Approved per engineer scope of work & fixed letter. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 10/15/09 CREATED FROM APPL# 09 -0346 10/05/09 Given to JS for review. INSPECTION INFO RMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 FRI:Framing Rough Insp. 11/02/09 no KC 11/03/09 11/03/09 COMPLETE 2 INS:Insulation 11106109 no KC 11/09/09 11/09/09 COMPLETE 3 OWS:Drywall screw /nail 11/16/09 no KC 11/17/09 11/17/09 COMPLETE 4 BFI:BUilding Final Insp 05/20/10 no RP 05/24/10 05/24/10 COMPLETE INSPECTION RECORD OccDDancy/TVUe 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 dq. FLM ail INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDA=Ground TIONS DATE INSPECTOR INITIALS COMMENTS: Footings / Plumbing StemwalI crete Encased Mechanical Reinforciic Roof Weatherp Drain 'e Sewer Service Lines Fire Department Water Service Lines - POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Heati ( Unde rgr ound) ROUGHS Sheathing Lath / Wall tie Mid -Roof Electrical Service ` Rough Electric Rough Plumbing Gas Piping Rough Mechanical Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGI` :D ABOVE INSPFC.TIONS TO RF SIC.NFn PRInR TO PRnGFFnINR Framing - ///3/0'y Plumbing Insulation Mechanical Roof Drywall Screw 'e I x :. Fire Department FINALS - Electrical Plumbing Mechanical Roof Building Finalw Fire Department R.O.W &Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping ` *NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERM ISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PD(1TCCT Tuic !`Ann CDAAA TUC 1A 1CATU0Jn - ♦ i CITY OF WHEAT RIDGE` Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE r� Inspection Type: Job Address: 11�IcIc? Permit Number: 1� -7/ /z/ 5�! L G ❑ No one available for inspection: Time lJ, (_A_j M Re- Inspection required: Yes N0) When corrections have been made, call for re inspection at 303 -234 -5933 Date: -'! /U Inspector: Mrs% DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPE~fCTION NOTICE Inspection Type: k?,41A a/!?w Job Address: Ol ileu) /a ~ 1j r vP Permit Number: aq ,-~erf ❑ No one available for inspection: Time ! AM & Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-2345933 A TT t Date: Inspector: _29: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 7N5111,4y7 u Job Address: jlYP~ ,v• 38re1iiE Permit Number: /993F,90 ,tam: ❑ No one available for inspection: Time t2,:v AM/ Re-Inspection required: Yes to *When corrections have been made, call for re-inspection at 303-234-5933 Date: 1f~9~G Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Dial., Job Address: /yo ~u . 1 'rte Aa'£ Permit Number: OA 33 rs' ❑ No one available for inspection: Time 3=' S AM/PM` Re-Inspection required: Yes When corrections have been made, calf forre-inspection at 303-234-5933 Date: ////7/P9 Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: P'In Job Address: 1161gt17 Permit Number: "-)aof r` r i ❑ No one available for inspection: Time AM&M Re-Inspection required: Yes *When corrections have been made, call f r re-inspection at 303-234-5933 .1. Date: 10,(~ Inspector. aJ ?G DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE k 41,44"V >,,'j, Inspection Type: h L~ Job Address: 1141 'fl) L1, A,1,, Permit Number: 0,~ P?(: El No one available for inspectio :-Ti e AM/ Re-Inspection required: Yes No "When corrections have been made, call or rQ, nsp ctiioon at $03-234-583 3 Date: e?' 0'M Inspector: f 6' Pr ~ DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division ` (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTIO NOTICE Inspection Type: IV, Job Address: Permit Number / l-.(Cv.G ter, -I. s ❑ No one available for inspectior,e AM/ Jyn j~. Re-Inspection required: Yes [ When corrections have been made, tali forGo pe(~, orl ,at 303-23 933 Date: Inspector: r DO NOT REMOVE THIS NOTICE ♦ ♦ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: f~///mar Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: G Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Date: Plan fix ` Permit x~ Building Permit Application Property Address: LM-) ) b '"N X ric Property Owner (please print): \jAc k Od4,- Phone: Mailing Address: (if different than property address) Address: Contractor: Contractor License Phone: .3C~ t`S fj~L~ Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): J~Pck o% i<1N .~t Construction Value: $ Description ofWOrkC - tt i (as calculated per the Building Ifatua6on Dafa sheet) Plan Review (due at time of submittal): $ Sq. Ft./L. Ft added: Squares BTU's Gallons Amps OWNEPit` ONTRAACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cert ify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection.~ C/RLCE ONE:: (OWNER) (CONTRACTOR) or tERSONAL REPRESENTATI (OWNER) (CONTRATOR) PRINT NAME: 1 • hr SIGNATURE p ~ 12 Date: - „ City of Wheat Ridge Residential Roofing PERMIT - 092918 PERMIT NO: 092918: ISSUED: 10/01/2009 - JOB ADDRESS:.. 11490W 38TH AVE 'EXPIRES: 03/30/2010 DESCRIPTION: T/o: Install 25.14 sqs. of 30 yr tba dimensionals '***-CONTACTS owner Jack Odom gc 303/452-3144 Donald Dickhaut 06-0194 Pinpoint Construction LLC **-PARCEL INFO ZONE.: CODE: UA .`.USE: UA SUBDIVISION: 0191 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 8,100.00 FEES Permit Fee 217.50 Total Valuation ,00a Use Tax 145.80 TOTAL `363.30 2onditions:> 5 nail installation & mid roof inspection required. Board sheathing spaced more :halla 1/2 of an inch apart requires plywood overlay on entire roof. Ice and ,eater shield required from `eave edge to 2' inside exterior walls. Subject to field inspection. I hereby certify. that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions. of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide. by all conditions printed on this I. aPPlicatio and that I as a full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other aPPlies wheat Ridge ~anceg fo ork under this 16-1- permit. Plans subject to field inspection. Ffr "v"~ ~ c / Signature of 'date This permit was issued in accordance with thee. provisions set forth in your application' and is subject to the laws of the State of Colorado and to the zoning Regulations and Building Codes of Wheat Ridge, Colorado or any. other.. applicable ordinances of the City. ` This permit shall expire 180 days from the issue date. Requests for an extension must be received 'prior to expiration date. An extension maybe granted at the discretion of the Building Official. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment' has not exceeded one ,(1) year. If changes have been or if suspension or abandonment' exceeds one (1) year, full fees sshall be paid for anew permit: No work of anv manner shall he dnne that will>~h-- 11,. -.1 - 1 ei -1 '---I',._ WHEAT ~oF `'~'D,o City of Wheat Ridge Building Division Date: , m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ` Fax: 303-237-8929 Plan ° - ° Inspection Line: 303-234-5933 °roRAO Permit Building Permit Application Property address: GSL ,ZL; s ~f AI Property Owner (please print):Z Cod JYj Phone: Mailing Address: (if different than property address) Address: City, State, Zip: L~ Lj e s~~/Yd~y 2 ~cJ d d 3 S Contractor: Contractor License Phone: Fj 3 - Vs` - 3/ fl Sub Contractors: Electrical City License Company: Exp. Date: Approval: Use of space (description): Description of work: Plumbing City License Mechanical City License Company Company: Exp. Date: Exp. Date: Approval: Approval: EConstruction Value: $ ~roy ~~77 alculated per the Building Valuation Data sheet) ~'iYa Yll Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/ CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or. restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRE N ATIVE of (O IER) (CONT ATOR) PRINT NAME Ae ~li//J. c~~ SIGNATURE: I Datel~1-e,9 DEPARTMENT USE ONLY ZONING COMMENTS. Zoning:: - - Rev' idwe' s, PUBLIC WORKS COMMENTS. - " 7 - ; Rexiewe , ~r r _ ~ 'Y fi n BUfLDIPYGpEpARTMEtJ~COIJITvtEN7S a ' "O OG}1PANCY :i . rRevietyer' ~ s, 4i. PtRE oEPAI#TMENT: approved aWJ comments ❑ d~shpproved no tevre~4 regdtri;d;;: BIdgValuation: $ ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: k of ' Job Address: PqE, (4), Permit Number: el? 712 ❑ No one available for inspection: Time AMM/M ) Re-Inspection required: Yes ~o `When corrections have been made, cafl for re-Insp(eodon at 303-2345933 Date: Inspector: ,,Y y K DO NOT REMOVE THIS NOTICE ' A City of Wheat Ridge r- Residential Roofing PERMIT - 092712 PERMIT. NO: 092712 ISSUED: 0.9/25/2009 JOB ADDRESS: 11490 W 38TH.AVE EXPIRES: ` 03/24/2010 DESCRIPTION:T/o; Install 27 sqs of 30. yr GAF/Elk Dimensionals CONTACTS owner 303/944.-.7665 Jack Odon gc 303./452-3144 Donald. Dickhaut 06-0194 :Pinpoint Construction LLC **PARCEL INFO ZONE CODE: UA.: : USE: UA SUBDIVISION:. 0191 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: -19,500.00 FEES . Permit Fee. 417.70 Total Valuation . 00 x Use Tax 351.00 ~m *w TOTAL 768.70 . Y..f,P r .:Conditions- .,.:6 nail installation & mid-roof inspection required. Board sheathing. spaced more than a 1/2 of an inch apart ..requires .;plywood :overlay on entire roof. Ice and water shield required from eave edge to.2'_inside exterior walls. Subject to field inspection. 'I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of. Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full .responsibility . for compliances with the Wheat Ridge Building Code (I.B.C).. and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to. field inspection. Sig tore Vf contractor/owner date 1. This permit was issued in. accordance with. the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building: Codes. of Wheat Ridge; Colorado or any other applicable ordinances of the city. 2. This permit shall expire 180 days from the issue date.. Requests. for an extension must be received prior to expiration date. A extension may. be granted at the discretion of the. Building Official. 3. If this permit expires, a new permit maybe acquired for a. fee of one-half the amount: normally required, provided no changes have been or will be made in the original plans and specifications. and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year,. full fees shall be paid for 'a new permit. 4. No work of any manner shall be done that will change the natural flow of. water causinga drainage problem. 5. ` Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a pe mit or the approval of drawings and specifications shall not be construed to be a permit for, nor t an approval of, ny 'olation of the provisions of the building codes or any other ordinance, law, rule or regulation. I All plan rei$ object to field inspections. All ` Signature of of ilding Official date %INSPECTION REQUEST 'LINE:'-(303)234-5933 -`BUILDING OFFICE: (303)235-2855 REQUESTS `MUST BE MADE 13Y i3PM ANY BUSINESS DAY. FOR INSPECTION THE FOLLOWING BUSINESS DAY.` v 4 Building Permit Application Date: Plan Permit Property Address: Property Owner (please print): ew, Phone: 3u'3 - 941q_ 76los Mailing Address: (if different than property address) Address: A*,,) A) 3?"- City, State, Zip: f5t Contractor: Contractor License Phone: jtj 3 dy ,2 _ t~~ Sub Contractors: Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval Use of space (description): Construction Value: $_>Z 5-6c Description of. Work; R,,Cw -S Loe k (as calculated per the Building Valuation Data sheet) s+l1 2 7 jv z -F 31)yR Ca3E1E'I K Plan Review (due at time of submittal): $ ~bvM~stw~~~ Sq. Ft./L. Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. C)RLCE ONE:: (OWNER) (CONTRACTOR) or L ESENTATIVE of (OWNER) tCONTRATO~ PRINT NAME: _ v,PD,d r/r e.lrvt SIGNATURE: Date: City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: aA_we Job Address: //,/9,6> ,u. gs~ rr Permit Number:gn No one available for inspection: Time ~'/f A PM Re-Inspection required: Yes/-No) *When corrections have been made, call for re-inspection at 303-234-5933 Date: 1413/9,7 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge row, Res. Miscellaneous PERMIT - 093380 PERMIT NO: 093380` ISSUED: 10/15/2009 JOB :ADDRESS.:. 11490 W 38TH AVE .'EXPIRES: 04/13/2010 DESCRIPTION: Repair storm damage to bedroomand deck from :tree **`CONTACTS owner 303/431-2800 John Odom Jr **'PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION:' 0191 =BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 17,000.00 FEES -1 Permit Fee 363.10 m*t Plan Review. Fee 236.02 Total Valuation 00 Use Tax 306.00 y' TOTAL **905.12 2onditions: KC::Approved .per engineer scope of :work & fixed letter. I hereby certify. that the setback distances proposed by this permit. application are accurate, and do not violate applicable ordinances,. rules or regulations of the City of Wheat Ridge or covenants, easements or.. restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the wheat Ridge Building Code '.(I.B.C) and. all other; ap licabh ea t: Ridge Ordinances, for work under this permit. P1 ns subject to field inspection. Signature of contractor/owner "date This permit was issued in accordance with the. provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of wheat. Ridge, Colorado or any other applicable ordinances of the City.. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date An extension may be granted at the discretion of the Building Official, If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or. will be made in the original plans and specifications and any suspension or abandonment has not exceeded one '(1) year. If changes have been or of suspension or abandonment:. exceeds one (1) year, full fees shall be paid for anew permit. No work of any manner shall be done that will change the natural flow of water causing.a drainage problem. Contractor shall notify; the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall : not be construed to be a permit for, nor.: an approval of, any vrolat on of the provisions of the. building codes or any other ordinance, law;: rule or regulation. All plan review r s e o field inspections. ignature of Chief ildibg Official date :NSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE'.: (303)235-2855 )EQUESTS MUST BE MADE BY 3PM ANY (BUSINESS DAY FOR 'r INSPECTION THE FOLLOWING BUSINESS DAY. ~oF Egr.p, City of Wheat Ridge Building Division '3 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 °ocoRAOO Inspection Line: 303-234-5933 Building Permit Application Property Address ! l *0/0 W13(5-r" r l Property Owner. (p/ease print): O U Mailing Address: (if different than property address) Address: G$'S` 'Jov-Y/e, City, State, Zip: If PA" P r^ Contractor: Contractor License Phone: Date: 0/5 / 0 ~ J Plan Permit -11/_31 o0 Ca 303 12-114-76&S 0 Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: ^x i Approval: Approval: Approval: Use of space (description): Construction Value: & 90 0 - Description of work. t~. (as calculated per the Buildin"q Val aeon Da a sheet) - u -Plan Review (due at time of submittal); l $ ~~'Wl ~G~YUUfv` Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONENER) 11 (CONTRACT ) or ERSONAL REPRESENT/,~4T,,I,VE/o~f (Ow EER,)(C1O~N/TRATOR) / ~ry PRINT NAME SIGNATURE ©K` DAY-(J°'rrV Date: ` V f7~ Bldg Valuation: $ 6275 Joyce Drive. Suite 200 5235 South 39th Street 12100 Singleo'ee Lane, Suite 179 967 Countryside Wes[ elvd. Arvada. CO 80403-7541 Mot x, - Port Orange, FL 32127 --303.552.0177 303.552.0178 6 2.438.4682 602.438.4758 , . 1 952.746.1299 952. 46.1298 1,866.552.5246 303.552.0178 ' I I'ROFESSIONAI 'APPROVgD dees,onel Investigative Enginee,s (P E) "y`UbjQCth1 t'I6. $4pQ(,•tl0n 1, vv.callpiexorn INVES'1'IGAINE ENGINEERS August 13, 2009 Wheat Ridge Building Dept. y z ,o Date./dr Ms. Marcelle Mitc ell Travelers Insuran g •r ...Plan Checker o a oL ow 9803 SpringCypre s >zs >-S . RI Fi2c.~t>~ Houston, Texas 77070 Wheat Ridge Building Department proved Project Number: C0709412.00 (000) - Insured: Jack Odom BU I OFFICIAL DATE Claim Number: U81-10333 WRfy of pannh: The issuance of a pernnit or approval Of plans, spesi aro Date of Loss: July 20, 2009 andeompuhgoneshall not beaperishfor, oranapprovalef,anyvbinionto Loss Location: 11490 West 38th Avenue 'airy of the provisions ofthebuilding code orofMgCbyord6unm *angs presuming to give authorhytoviolate ofconed theprovbionsOfthe Wheat Ridge, Colorado 80033 Building codes or other ordinances of the City shag not be vatld. Dear Ms. Mitchell: PREAMBLE In accordance with the Travelers Insurance Company (Travelers) request on August 6, 2009, Professional Investigative Engineers (PIE) observed the site and reviewed information on the above-noted claim. The results of our observation are presented herein. BACKGROUND INFORMATION A. The building is a wood-framed, two-story residence with a siding exterior finish and a wood shake roof covering. For the purpose of this report, the doors for the attached garage face south; the front door of the original home faces north. According to the Jefferson County public records, the original home was built in 1901; additions to the original home have also been subsequently constructed. B. On July 20, 2009, a tree reportedly fell onto the roof and upper level deck of the original section of the home, causing structural damage. The tree was originally located approximately 33-feet to the north of the original section of the residence, near the northern property line. Travelers contacted PIE to determine the extent of structural damage caused by the tree and to determine the extent of necessary structural repairs to return the home to a pre-event condition. PURPOSE AND SCOPE The purpose of our observation was to determine the extent of structural damage from a tree falling on the Odom residence located at 11490 West 38th Avenue in Wheat Ridge, Colorado. Observation Report Odom @ 11490 West 38th Avenue The scope of our observation included the following: Date Topic of Observation Company Representative August 6, 2009 Discussion with the adjuster, Ms. Marcelle Amber Fischer Mitchell, Travelers Insurance Company, to review the assignment and determine the scope of work at the start of the project. Public records search of the property as available on the Jefferson County website. Telephone conversation with Mr. Chuck Steiner, contractor, for purposes of scheduling the site observation. August 10, 2009 Observations, measurements, and Matthew 1'. Blackmer, photographic documentation performed. Mr. M.S.C.E., P.E. Chuck Steiner and the owners were on-site during the observation. August 11, 2009 Review of the City of Wheat Ridge Municipal Code and 2003 International Building Code Amendments. OBSERVATIONS A. Structural damage to the wall and roof was observed at the second level northeast bedroom of the home (original section). The following is a summary of our observations at the northeast bedroom: 1. The tree impacted a section of the roof, mainly at the edge. A tarp was installed at the impact location. No damage to the main level original front porch roof below the area of the impact was observed. 2. Exterior siding damage was observed to the east of the north window in the bedroom. The tree also damaged the north window of the bedroom. The window was boarded up with oriented strand board (OSB) prior to our observation.. 3. The contractor, Mr. Steiner, removed sections of the plaster and lath finish on the interior of the bedroom for our observation. The wall and roof framing consisted of 2x4 wood framing members and lx spaced wood sheathing. 4. The wall studs located to the east of the north window were damaged (displaced inward and cracked). In general, the tree displaced the wall section to the east of the window inward. 5. No significant damage to the window trim studs or studs above the window was observed; no header existed above the window. No significant deflection of the framing above the window was observed. Professional Investigative Engineers Page 2 of 5 C0709412.00 (000) A Observation Report _ Odom @ 11490 West 38th Avenue 6. The 2x4 edge rafter at the north edge of the bedroom on the east slope of the roof was damaged. The rafter was cracked as a result of the tree impact. No damage to other rafters on the east slope of the roof was observed. 7. The upper end of the second rafter from the north on the west face of the roof was split. B. There was a crack in the ceiling of the north closet in the upper level east bedroom. The crack appeared to be previously patched but re-opened, potentially as a result of the tree impact with the roof. C. There was a second level deck/balcony located at the east side of the home. A wood- framed deck was constructed over a roof covering below. The following is a summary of our deck observations: 1. No structural damage to the 2x6 deck boards or the 2x8 deck floor framing was observed that could be attributed to the tree impact. The deck boards are deteriorated and near the end of their useful life. 2. The original deck railings were approximately 42-inches in height with baluster spacing of approximately 6-inches on-center. The 4x4 support posts for the railings were spaced at approximately 6-feet to 10-feet on-center and were notched. The undamaged sections of deck railing deflected laterally when pushed upon and did not meet current code requirements. 3. The tree impact damaged and removed the majority of the decorative wood deck railing, with the exception of the railing sections at the southern end of the deck. Our measurements indicate that the tree damaged approximately 38 linear feet of railing and approximately 24-feet of railing remained. D. The main level front door at the north wall (below the area of the tree impact) would not open. The door had been previously trimmed/shaved at the top to allow for operation. It is possible that the forces of the tree impact caused the door to become further out of alignment, although no finish distress was observed at the door. CONCLUSIONS A. All repair work is to be conducted in accordance with the City of Wheat Ridge Municipal Code, the 2003 International Building Code (IBC) and International Residential Code (IRC), and the Wheat Ridge Amendments to the IBC and IRC. The contractor is responsible for obtaining permit and building department inspections for the repair work. Construction observations by PIE will be required (under separate contract) if a "sign-off" or construction compliance letter is requested by the building department. B. Please refer to the attached Structural Repair Plan for the required extent of repairs. The following is a general summary of the required repairs (refer to the attached plan): 1. The roof sheathing at the area of tree impact near the northeast corner of the home is to be removed and replaced as required to conduct the repairs. New plywood sheathing-is-to-be-installed where damaged and/or removed; the new Professional investigative Engineers Page 3 of 5 C0709412.00 (000) 9 Observation Report Odom @ 11490 West 38th Avenue J sheathing is to match the original spaced sheathing thickness. It is likely that the sheathing for at least two bays will need to be removed in the area of impact. 2. The damaged edge rafter at the tree impact location is to be sistered or replaced. The sister member or replacement member is to be Douglas-Fir-Larch No. 1 material, LSL material, or ripped LVL material. Once the edge rafter is repaired, blocking is to be installed between the edge rafter and the two adjacent bays. 3. The damaged section of the second level wall to the east of the north window in the northeast bedroom is to be repaired. Individual studs can be removed and replaced or the wall can be pushed back into place and the studs sistered. The new replacement or sister studs are to be Douglas-Fir-Larch No. 1 material, LSL material, or ripped LVL material 4. The damaged spaced sheathing at the second level wall is to be removed and new plywood or wall sheathing installed. The new plywood or sheathing is to match the original spaced sheathing thickness. It is likely that the wall sheathing from the northeast corner of the home to the edge of the window will require replacement. 5. If the framing above the north window is found to be deflected, a new header is to be installed above the window prior to cosmetic repairs. 6. The upper end of the split rafter at the west slope of the roof near the impact is to be sistered. 7. The finish crack at the north closet of the east bedroom is to be patched. 8. The railing at the upper level east deck is to be removed and replaced. The new railing is to match original aesthetics, where possible, but must meet current code requirements. The International Code Council (ICC) Building Guide for Single-Family Residential Uncovered Decks has been attached for reference. 9. The north main level door is to be trimmed/shaved to allow for operation. 10. The contractor is to coordinate all cosmetic repairs with the owner to match the pre-event condition. This pre-event condition also applies to the water-resistive barriers that were located at the damaged areas; it is understood that these structural repairs do not include repairs to these barriers (siding and membranes beneath the deck, for instance), although it is the contractor's responsibility to address any repairs to these non-structural systems. Professional Investigative Engineers Page 4 of 5 C0709412.00 (000) I/ Observation Report Odom Cv7 11490 West 38th Avenue or ~ The determinations and results described in this report are based on information available at the time of the observation and preparation of this report. Should additional information or unknown conditions be uncovered or made available, Professional Investigative Engineers retains the right to revise and supplement this report accordingly. In addition, this report is a general summary of writings, recordings, photographs, and other information, which is available for review and placed within the job file. To the extent assumptions were made relating to the contents of this report, not all such assumptions are stated within this report or in our job file. A description of such assumptions can only be identified if specific questions are directed at discrete issues because many of such assumptions are incorporated in Professional Investigative Engineers' experience, training, education, and judgment. The professional determinations presented in this report have been developed using that degree of care and skill ordinarily exercised under similar circumstances by professional engineers practicing in this locality. Aside from this standard, no warranty, either expressed or implied, is made as to the professional determinations expressed in this report. It is understood that Professional Investigative Engineers, Inc., is not responsible or liable for the accuracy or adequacy of a design performed by others, and that the responsibility for the original design rests with the Owner of the structure, the General Contractor, and the design professional of record for the structure. Sincerely, Professional Investigative Engineers Observed by, Matthew T. Blackmer, M.S.C.E., P.E. Principal Reviewed by, Derek E. Pumphrey, P.E. Senior Forensic Engineer/ Department Manager MTB:DEP:af Attachments: Picture Pages Structural Repair Plan ICC Building Guide k:\20091co70941200\task 000 - general\08 pie report and allachmenls\odom report.doc Professional Investigative Engineers Page 5 of 5 C0709412.00 (000) 5 Odom (aD 11490 West 38th Avenue Southwest elevation of residence. Southeast elevation of residence. so Professional Investigative Engineers Page 1 of 5 C0709412.00 (000) Odom (aD 11490 West 38th Avenue Northeast elevation of residence. Notice tree impact area. Tree near northern property line. Professional In a figatW Engineers Page 2 of 5 C0709412.00 (000) Odom (aD. 11490 West 38th Avenue Upper level deck at east elevation. Damaged railing at northern end of deck. ~C Professional Investigative Engineers Page 3 of 5 C0709412.00 (000) Odom (a) 11490 West 38th Avenue Remaining railing at southern end of deck. AV ?r Y~Y A Overall of tree impact area at upper level northeast bedroom. Professional Investigative Engineers Page 4 of 5 C0709412.00 (000) Odom (a) 11490 West 38th Avenue Damaged second level wall at northeast bedroom. Wall is displaced and members have cracked. Finish crack at north closet in east upper level bedroom. 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V v I 1 i' 1 r u..t ,Ol-,4Z ,0-,1 l ,0-,OZ 63 iISPECTIO E v D OccupancVITVpe 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. 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) Heating (Underground) ROUGHS Sheathing. Lath / Wall tie Mid-Roof 10-6 Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical CRAVE INAPFCTInNR Tn RF AI(:NFn PRI(1R Tn PR!)CFFnimp Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD 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 OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED r "71ROM THE WEATHER REQU, **TA,+IUST BE CqtyY0 MWheatNFdeFOR INSPECTION THE FOLLOWING BUSINESS DAY. _r- Residential Roofing PERMIT - 093258 PERMIT NO: `093258 ISSUED:: 10/13/2009 JOB ADDRESS:: 11490 W 38TH AVE EXPIRES`. 04/11/2010 DESCRIPTION:: Reroof 61 sqs CONTACTS owner 303/431-2800 Jack Odon sub 303/452-3144 Donald Dickhaut 06-0194 Pinpoint Construction LLC **.PARCEL INFO ZONE CODE: UA ;USE: UA SUBDIVISION: 0191 :BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 41,000.00: FEES Permit Fee 718.78 1n, Total Valuation p .00 Otto Use :Tax 738.00 TOTAL 1,.456.78 Conditions:. 6 nail installation mid roof inspection required. Board sheathing spaced more thana 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield required from'eave edge to 2' inside exterior walls. ***Contractor/Property owner shall 'provide `ladder(s) secured in place for inpsections.'s Subject to field inspection.. I hereby certify that the setback distances proposed by this permit application are accurate, and donot violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge ordinances, for work under this permit. Plans subject to field inspection. sigEati6pd'6f contractor/owner date uauB BY 3YM ANY BUSINESS': DAY FOR :INSPECTION THE FOLLOWING :BUSINESS DAY. ~oF"1Heq?to City of Wheat Ridge Building Division Date: m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Plan °~toRnoo Inspection Line: 303-234-5933 Permit Building Permit Application Property Address ~LZIG~r~ 1, - Au-,e Property Owner (please print):: j o'~~ Phone 3143 1 - a t'a Mailing Address: (if different than property address) Address: fl''fRO IJ ~Qae City State Zip Contractor: "0,, J- (Is 4-,_ Contractor License Phone: ~~y~ _ 31 cE c f Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction value: $ q i, ODD "O Description of Work s (as calculated per the Building Valuation Data sheet) LTv~ S~~eS Plan Review (due at time of submittao: $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER)) (CONTRACTOR) or PERSONAL REPRESEN ATIVE of W ER) (CONTRATOR) PRINT NAME: SIGNATURE: , :Date: Bldg Valuation: $ INS 17`1 404F70%933 Inspections will not be made unless this card is Call b y 3:00 PM to receive inspection the following Posted ~on the business ldayg site INSPECTOR MUST SIGN ALL SPACES PERTAINING TO FOUNDATION INSPECTIONS DATE 'INSPECTOR THIS JOB Footings/caissons INITIALS COMMENTS: Oternwall / (CEG) Concrete Rncased Ground ReIri Orcing or..Monolithic Weatherproof / French Drain Sevver Service Lines Water Service Lines POUR NO CONCRETE UNTIL CONCRETE SLAB FLOOR ABOVE Hqs BEEN SIGNED Electrical (Underground) plumbing(Underground) Heating (Underground) DO NOT POUR FLOOR UN ROUGHS TIL ABOVE HAS BEEN SIGNED Sheathing ,'r wr Lath /Wall tie r< mid-Roof (m. Electrical. Service Rough Electric Rough Plumbing u g Gas piping Rough Mechanical h" Framing ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING - ' Insulation. _ 4 ; Drywall Screw z„ N FINALS _ 11- 11 Electrical Plumbing f Mechanical Roof Budding Final Fire )BPartment~ ' R.O.W & Drainage Parking & Landscaping INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS. ALL ITEMS MUST SHOULD BE CALLED AT LEAST ONE WEEK PRIOR 70 FINAL INSPECTIONS. "*NOTE: VC COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND, • UBL/C WORKS BEFOREA CERTIF/GATE OF OCCUPANCY IS, ISSUED, FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORlZAT10N OF A CERTIFICATE!OF OCCUPANCY NOR PE DI NG _ OCCUPANCY NOT FOROCCUPANCY P R °►T?[1l1NTIh GATE OF OCCUPANCY is ISsimn PERMIT TRACKING FORM DATE SUBMITTED CO'I I-qG PERMIT NUMBER a U _ NPE OF CONDI710N5 OF DATE IN DA7E OU7 ❑ BUILDING DEPARTMENT 1 ENGINEERING DEPARTMENT -xkn - ❑ FIRE DEPARTMENT ❑ CIIYARBORIST ❑ POLICE DEPARTMENT ❑ SEWER D15TRICT ❑ WATER DISTRICf C 7 ~ PLANNING DEPARTMENT . . . ~ . . . .."l'f_ ' CITY OF WHEAT RIDGE ~ Building Inspection Division (303) 234-59331nspection line (303) 235-2855 Office ' (303) 235-2857 Far INSPECTION NOTICE Inspection Type: leoPC Job Address/Permit Number: I/Y~s rd 3~rh' p~''~ ~7 zw C)f ❑ No one available for inspection: Time 3,'f6 AM/PM Re-Inspection required: Y ` No ~ * When corrections have been made, call for re-inspection at 303-234-5933 Date: pkz~ I? inspector: DO NOT REMOVE THIS NOTICE 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 Date 9885 12/7/99 Property Owner : Property Address : 11490 W 38TH AVE Phone : 431-2800 Contractor License No. : 18729 Company : AMPTEK ELECTRICAL SERVICES, INC. Phone : 421-9465 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 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) Construction Value : $3,500.00 Permit Fee : $97.25 Plan Review Fee : $0.00 Use Tax : $52.50 Total: $149.75 Use: Description : Service and building wiring for barn, new 200 amp service Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permi[ was issued in accordance with Ue provisions set forth in yopur application and is subject to the laws of the State of Colorado antl to the Zoning Regulations and Building Code of Wheat Ritlge, Coloredo or any other applicable ordinances of ihe City. (2) This permit shall expire if (A) the work authorized is not commenced wi[hin sinty (60) tlays 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 nortnally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonmen[ has not exceeded one (1) year. If changes are made or if suspension or abandonment ezceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done thatwill change the naturel flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspectoriwenty-four (24) hours in advance for all inspecfions and shall receive written approval on inspection card beFOre proceediing with successive phases of thejob. (6) The iss oF a pertni or the approval of drawings and specifications shall not be construed lo be a permit for, nor an approval of, any viola[ion of the provisions of. ildi g co ~y~ny other ortlinance, law, rule or regulatlon. I DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : , BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 12 - 7- '~~y 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APpLICATIoN C~~s Property Owner G r~ r~ LS Gclc-"~s o~ PropertyAddress: Phone:2>`:3- Contractor License No. : -7 Z~ Company:A--o~~.~G- Phone:'3o`I'ya\-Ol~0S OWNER/CONTR,4C1'OR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances propased by this pertnit appliwtion are aceurate, and do not violate applicable ordinances, rules or 2gulations of the City of Wheat Ridge or eovenants, easements or restric[ions of record; that all measurements shown, and allegations made are accurate; that i have read and agree to abide by all wnd@ions printed on this application, and that I assume fuli responsibility far eompliance with the Wheat Ridge 8uilding Code (U.B.C.) and all other applipble Wheat Ridge ordmances, for work under this permit. (OWNER)(CONTRqCTOR) Construction Value : Permit Fee : Use Tax : Totai : Use: Description : -Sc--' :v. -L C~> v_: . r.~ '~'1 P_.us Z, '0-3 fl .S et-'J . i-St. BUILDING DEPARTMENT USE ONLY _ SIC : Sq. Ft. : APProval : Zoning : Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electricai License No : Company: Piumbing License No : Company : Mechanical License No : Company : Expiration Date : Approval : Expiration Date : Approval : Expiration Date : Approval: (1) This pertnit was issued in accordance wiM the provisions set kM in yopur appliratlonantl is subjeet to the laws of the Sfate ot Colo2do antl to the Zaning Regulations antl Builtling CoAe of 1Miea[ Ridge, Coloratlo or any other applirable oidinances of the Ciry. (2) This pertnk shall expire if (A) the work authorized is not commencetl within sixly (80) days from issue tlate or (B) the building authorized is suspended or abantloned for a peri0d of 120 tlays. (3) If this pertnit expires, a new permit may be acquiretl for a Me of one-hatt Me artrount nortnalry requiretl, provitletl no changes have been or will be made in the original plans antl specifications and any suspension or abantlonment has not exceetletl one (7) year. If changes are matle or ff suspension or aEantlonmeM rxceeds one (1) year, tull fees ehall be paitl for a new pertnit (4) No work of any manner shall be tlone that will change"ttie naN21 fiax of water causing a d2inage prohlem. (5) Contractor shall notiry the Builtling Inspeetor twenry-kur (24) hours in advance for all inspecbons antl shall receive written appioval on inspecdon artl belore proceetliing with successive pha5es of Ne 1~ob. (6) The issuance of a pertnd or the appioval W drawings antl specifiodons shall not be wnsWed ro be a pertnit for, nor an approval of, any violaNon of the pmvisions /ot the builtling cotles or any other ortlinance, law, mle or reguladoa ChiefBuilding Inspector Mr. Darin Morgan Codes Administrator City of Wheat Ridge Dear Mr. Morgan, \ Monday, 7uly 19, 1999 To answer some of your inquiries regarding my proposed Amish barn: 95. The Amish will not install plumbing or electricity; therefore, a space will be allocated for a bathroom to be built at some later date. Electricity will also be installed at a later date. #7. The barn will house my own horses, in addition to three buggies and two sleighs. Hay will be stored on the third floor. All other structures on my property are depicted in the attached drawing. This is my primary residence. #8. The existing barn is ancillary to my residence. I own this barn and the house west of the proposed barn site. The present barn is used for storage on the first and third floors, with an apartment on the second floor. This apartment was used as living quarters by a Mr. Phelps, starting in 1950. From 1955 to 1975, Dr. Weldon Heard used these quarters, after which time I have used the apartment as a nanny's quarters. #10. The water supply to the Odom home and barn is from a private well. The sewer is part of the West Ridge sewer district. I will contact this district if and when a bathroom is to be installed in the proposed barn. Note: Bob Parkhurt, Engineer, will answer questions #1,2, 3, 4, 6, &11. The proposed barn will not be used for any commercial purpose. Pdease feel free to come visit Odom Family Farm anytime. Sincerely Yours, 7ohn A. Odom, 7r. Owner Odom Family Farm rv a s{si Lorv, e k' 30 D ` _ €€?Y F - - ~ ' . ._Gaz^~ 1~~ ~ - t~p,~ _ . . . _ ~ ~ ~ pfv~sP~ „ _ . , _ . i ~ , ~ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 9361 8/23/99 Property Owner : Property Address : 11490 W 38TH AVE Contractor License No. : 20431 Company : Renegade Roofing & Remodeling Phone: Phone: 303-742-4517 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions prlnted 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) Construction Value : $7,000.00 Permit Fee : $13925 Plan Review Fee : $0.00 Use Tax : $105.00 Total: $244.25 Use: Description : 65 SQUARES 40 YEAR DIMENSIONAL ROOF (TAMKO) Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issued in accortlance with the provisions set forih in yopur application antl is subject to ihe laws of the State of Colorado and to ihe Zoning Regulations and Building Code of Wheat Ritlge, Coloretlo or any other applicable ordinances of ihe Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue daie or (B) the building authorized is suspended or abandoned for a period of 120 days (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount normally required, provitletl no changes have been or will be matle in the original plans and specifications antl any suspension or abandonment has not exceeded one (1) year. If changes are matle or iFSUSpension or abandonmen[ exceeds one (i) year, full fees shall be paitl for a new pertnit. (4) No work of any manner shall be done ihatwill change the natural Flow ofwater causing a drainage problem. (5) Contrador shall notiry the Building Inspectortwenty-four (24) hours in atlvance for all inspections antl shall receive written approval on inspection cartl before proceediing with successive phases of ihe job. (6) The issuance of a pertnii orihe approval oF drawings and specifcalions shall not be constfued to be a permit for, nor an approval of, any violation of the provisions f the building wdes or any other ordinance, law, rule or regulat~ Chief uildip,~~ spector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : ' BUILDING INSPECTION DIVISION - 235-2855 J CITY OF WHEAT RIDGE Date 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qPPLICATIo N Property Owner Property Address Contractor License No. Company : P Phone : f Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGR MENT Construction Value :'7O pQ, I hereby ceRify that the setback distances proposed by this pertnit application are accurate, P@ffl'llf F2B : and do not violate applicable ordinances, rules or regulations of the Ciry 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 USe TaX : application, and that I assume full responsibiliry for compliance with the Wheat Ridge 8uilding Code (U.B.C.) and all other applicable Wheat Ridge rdinances, for work under this pe/rt,nit. TOi21 : (OWNER)(CONTRACTOR) SIGNED DATE I~V/ Use: Description y~~, p~Q~+n S~ ov~q I T~DO~ (/cC HaZfp~ Approval : Zoning : Approval : Approval : Occupancy : Walls Electrical License No : Company : Expiration Date : Approval: ktl. WfA 20~13/ _ BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Roof Plumbing License No : Company: Expiration Date : Approval : Stories : Residential Units : Mechanical License No : Company : 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 Coloredo antl to the Zoning Regulations and Builtling Code o! Wheat Ritlge, Cobratlo or any oNer applicable oMinances ot Ne Ciry. (2) This pertnit shall expire i( (A) the work authonzetl is not commenced within siaty (60) days fiam issue date or (B) the builtling authorized is suspended or abandoned for a penotl ot 120 days. (3) If this pertnit "pires, a new pertnit may be acquired for a tee of one-halt the amount nortnally required, provitled no changes have been or will be made in the onginal plans antl specifications and any suspension or abandonment has not exceetletl one (7) year. If changes are made or if suspension or a6andonment ezceeds one (t) year, full fees shall be paitl for a new pertnit (4) No work of any manner shall be done that will change the naN21 flow of water causirg a dreinage pmblem. (5) ConVactar shall notl(y the Building Inspector twenry-four (24) hours in advance tor all inspections and shall receive written approval on inspeclion card before proceetliing with successive phases of the job. (6) The issuance of apermit or the approval of d2wings and specificatlons shall not be wnsWed to be a pertnd for, nor an approval ot, any violatlon ot the provisions ot the building cotles or any oNer ordinance, law, rule or regulation. Chief Building Inspector ,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 Date 9245 7/28/99 Property Owner : Property Address : 11490 W 38TH AVE Contractor License No. : Company : Phone: 431-2800 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for comPliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Rid e ordinances, for work under this permit. (OWNER)(CONTRACTOR)SIGNE G .o DATEI'R / Construction Value : $85,000.00 Permit Fee : $888.75 Plan Review Fee : $577.69 Use Tax : $2,125.00 Total: $3,591.44 Use : Description : 3240 SQ FT BARN TO BE BUILT BY AMISH CONTRACTORS FROM MIDDLEBURY INDIANA BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : 4142 Approval : SM and R3. Proposed structure falis under "other use" category Zoning : R1 msomom Okay w/letter from Parkhurst, Inc. Consult engineers on July 28, Approval : dm 1999, NO ELECTRICAL, NO PLUMBING, NO MECHANICAL on this permit See attached PW review sheet. ENGINEERING FEE $75.00 Approval : GK Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (i) This permitwas issued in accortlance with the provisions setforth in yopurapplication and is subject to the laws otthe State of Coloretlo antl to the Zoning Regulalions and Building Code of VJheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced wi[hin sixly (60) days from issue date or (B) the building authorized is suspended or abantloned 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 nortnally required, provided no changes have been or will be matle in the original plans and speafica6ons antl any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment (4) No work of any manner shall be done thatwill change the natural Flow of water causing a drainage problem. . (5) Contrector shall noFify the Building Inspectoriwenry-four (24) hours in advance for all inspec5ons antl shall receive written approval on inspec[ion card before proceediing wi[h successive phases of thejob. (6) The issuance of a permit or the approval of drewings and specifcations shall not be cons[rued to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other oMinance, law, rule or regulahon. A 144 AL ~i04 . Chief dding Inspector ~ • Feceivetl: 7/27199 4e15PM; 564 9482 CITY OF WHEATHIDGE; Page 2 J,6L-27-99 TUE 04:37 PM PpRKHURSTiHEAVENER 5$4 9482 P..02 DEPAR7MENT DF PLANhfING ANn DEVELdPMENT Building Permit Number : BUILQiNG INSPEG714N pIVIStDN - 235-2855 CITY OF WHEAT RIbGE Date : 7500 WE57 29TH AVENUE wHEA.T RIDGE, co 80215 APPLICATio Itil_ ' PropertyOwner: A- `QUVM~4' 30~-bq6-•4633-wK propertyAddress: d 141-0 rN~ Phone: ~p3-~,p3f-~P Oa - ~~a ContractarLicenseNo.: ~AJ'_j co' ~~o:~'3 pl t~0-f~~~k'~ Company : Phone : OUVNERlCONTRAC7OR SIGNATURE OF UNqERS7ANDING ANO AGREEMENT 1 hereby certi(y that the s0tbac and Do notviolate applfcapla t CovBnanGs, easeRlentS of re5G made are accurate; that I havE appiica{ion, and Ihat 1 assuma Code (U.B.QJ and all nther ap ~oN1NEf2)(aeNrr~{creR~ s ~.mh Description :,2;) n' n~ . a11 of the *0eme, J4,6 ellcJ{', P{~ah -r1-m$A1i Construction ValuO are accurate, eat Ridge or peffl'lIt Fee~ ~ and sltegations ~ ~ 4~ -d on mis Use Tax : 4 E I/ U50: ~a 1w- [~,'~.le 10c.~ rri J _ USE ONLY f~. 'wj 5'h2ca.Lfune.~c J1.P/~ r?~ ~ Approval ; '~lt~- o-fG,~, wae," ct~Qec~,~k~N zonin ~ s-R- t R-3 Approvat; a htt otCrac~(j ~.W . 2tJ~tvy clc~ Approval : ` (p 12Z111 Occvpancy : Walts : Root: Storit Electrica[ License No : Company : Plumbing License Na : Company : Expiration Aate : Approval: Expiration Date: Approval: Sq. Ft. : Wwt 3 1a~t0 d5 ~(kk \ ya op) Residendal Wnse No : Company: ExpiraSion Date : A[fproval: (t) This permlt was issued In accwdanm wilh ihe provisbns set krtR In yapur applicatlan and is suDied to the laws o( tha State a! Calorado anE b Ine ZoninB Re~ulatlat~s0nd6uitding CodBO1YM0atRiEge,Cataad0orgnyothe[apD~KaGleGrdittaz1C05of~heCily. (L] lTfs permit sha9 expire d{a~the wak authmzed is net mmmenad witnin saiy (ea) days aom issue Cate or (8) the EWminy autha~zed is ausp¢Aded or ahendaned lOf a period tlt 1 0 ttays. (a) IFfnispermltexptres,anewpermRmaybeacquiredtara}eeoFOnB-haNNeamauntiwm}aiy~equfreE,provldednoeNangeshaveheenarxillbeme.deinme anomalolansandsoecificeuonsendanveUSOSnslonorehandanmenlhaSnotexceededonei1lYeaf, lfchengesaremadeardeuSp8n51anore6andnnMent q} No wwk of eny manner shatl be done Uiat will change tne naturat flow of water wuslny a drstnage proniem. 15y Conuactor shalt notty the auiWing mspetLtlr twenry-tour (24) houro in sdvance tor atl mspections anA shait receive xritte~ enproyal on Nspecifon caza eefore PrpceediingwiUlsuCCessivb phas¢SO{theio~ (e) 5ne Issuance G a permR or ~he eppmral olerawlnps andapeciAcatlons afiall nol6e consW ed to ee a pertniNor, na an approval ef, amy vielalion oNhe prov-1510m oPlhe6uildingcodespr3nyoUfefofdlnance,loW,Nlparregula6eR ' Chief Buitding Inspector . ~ ~ ' Received: 7127/99 4:16PM; 584 9482 CITY OF WHEATRIOGE; J'UL-27-99 TUE 04-38 PM PARKHURSTiHEAVENER 584 9482 ~ ~ PL,1lPiNZNG ~C DEVELOBMEtST n~ 13UTLBIISG PERMET REVXLTW CFLECK LZST ~A ~ ~O) VV Address: LRd ~ . 2oning_ ~ R--~ Existi.ng use: ~ Permit is £Or: Deed: Survey_ ~ Plot Plari: STANDARDS Reqclired Proposed Setbacks/Height: ~ Ff'oYlt: AL ~ 5ide: C 15 Side: Rear: ~ Structure Heigkat: Coveragest F3ui.lding Caverage: Lot Coverage: Area and Width Lot Area: ~-aoa- Lot Width: ~ I.andscapi.ag 12equirements: Landscaping PerCentage- Number of Street Txees: Number of Trees/Shrubs: P.04 ~l~ 1Page 4 Parking Reguiacements: Required Parking Ratio: Nucnber of Spaces: Numbez of Eiandicap: _ Szgns: Location Size/Area I'ree Standing: wall: othpr: w.- Lightitig shown: ~SS ~n 144~ . ~ ~ ~ ~ ' ReceYVetl: 7/27/99 4:16PM; 584 9462 CITY OF WHEATRIDGE; Page 3 dUL-27-99 TUE 04:37 PM PRRKHURSTiHERVENER 584 9482 PUBLlC WORKS FiEViEW FEE $TRiJC7URE FOR BUILDING PEHMET APPLICA710NS Date L)Z`Z Applicant ~ aIn' 08°m _ I'hone eP. ► 4-11 .?%OD Location of Construction 1 kG o A'v Purpose of Construction I1I i_.,i 6AA_ !A Building Permit Value Single Family __)&L Commercial _ Muiti-Family DEVELOPMF-NT REVIEW FEES Oevelopment Review Prosessing Fee: $50.00 d> $ (for document processing) 5ingie Famity Residential Raview Fea: $25.00 (for review of applicable technioal documents ) CommerciaUMulti-Family Raview Fee: $50.00 fee (for review of existing technical dpcuments), $500.00 fee (foe review of Fechnicai cfocuments for D " ~ construction in right-of-way, tinal drainage report and erosion contro€ plan). $ Subdivision Improvement Agreement Fee: $125.00 4+ (for document processing and racording) . Davelopmeni Covenani Fee: $125.00 $ f- _0' (ior document processing and racording) CDOT Access Permlt Fee; $100.00 $ ~ a (for document applicalion and procassing) TraHic Impact Study Review Fee: $100.00 d' (for document review and processing) d Flood Plain Variance qeview Fee: Class [_$100.00 Ciass 11= $150.00 $ -•O (for document review and processing) zo TOTAI. REVIEW FEES: (tlue at time af building permit issuance) $I5. PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, 7HERE WILL SE ADDITIpT1AL LICEN5ING ANO PrtRMI7YItJG FEES REQUIRED FOR CONSTRUCTION 4F IMPROVfMENTS WITHIN Pq6LiG RIGHT•OFWAY. Signature of Applicant Date P.03 ReceYVed: 7/27/99 4e17PM; 584 9482 CITY OF WHEATRIOGE; Page 5 ` J'UL-27-99 TUE 04:38 PM PRRKHURSTiHERVENER 584 9482P.05 DEPARTMENT OF PUBL.IC WURKS BUILDING PERMIT APPLICATIQN REViEW U OL~.~'-QVPl'!~I[tl zo~~0 Rk--11o Date:(_T Z,q`'S „ Ease/Building Pezmit No.: Lvcation: 1 \4go uj 33t 46.yE. Atfention: BuJIdiqg Aegartmeqt I have reviewed the attached materials submitted in application for appxoval of a pr.,s 1ooR.rn at the above referenoed address. Please note the sumraary comments below. 1. f 2. _C 3. 4- 5. .l~ Boundary Closure: K pK J NoY 0K; refer to stipulatxans. Drainage: a. Drainage pian and report needed ~ b. Drainage plan not needed c. Arainage proviszons to be xeviewed by Build'zpg Aivzsian X% d. Drainage pxnvisions have been reviewed and are found to be: OK Alot OK; ce£ez to stipulations. NPDES Permit Requixed: ~ Yes Y, IVo Legal Aescriptian: OIC ~ 1+Tot OZ{; refer to stipulations. Ifnot OK, please explain: a. street paving aeeded: Yes X, No b, curb and gutter needed: Yes ~ x No c. sidewalk ueeded: Yes X No d. street lights needed: Yes ~ No e. storm sewer needed: Yes ~C No f. eserow required: Yes / % No If an escrow is requited, £or what amprvements? Amouzat of escrow: b. ~ Development Agreement required: Yes X No If Yes, for 7. ~ Trafric impact ana ysis and xeport xequired: Xes X No Stace $igkarvay Access Permit needed: Yes ~ No 9, ✓ New roadway or alley R.O.W. dedicatzon recottimended: _'Yes X. Na I£yes, what is recommended? 1,0, All existing dedicated roadways/alleys meet the standards o~the City:~ Yes No Tfno, v'ch do qot and what zs requested: Ne I" "4 Jt04_.s- G 11. __st!f' AP AT.: The h]ic Works Department has reviewed this zequast and hereby gzves iYs app v 1) subject t the abov dtox attached stzpulations. b 'L.Z Signat ire GreKnudson Date 12. _ NO APPROVAI.: The Public Works T7epaz#ment has reviewed this request and does ieot give its approval For the reasons stated: Si,Fnacure Greg Knudson 1]ctae 13. ShpulaCions attached: ~~Yes No ` ~ L 14. SummaryCom~paents: p.~1o\,~ ~Jek ~yGr~s~ ~ M T PARKHURST, INC. CONSULTING ENGINEERS 2140 S. IVANfIOE, SLTITE 208 DENVER, CO 80222-5750 303-584-9481 Fvc 303-584-9482 STRUCTURAL CALCULATIONS ODOM BARN 11490 West 38`" Avenue WheatRidge, Coloradol PREPARED FOR Dr. John Odom 11490 West 38' Avenue Wheat Ridge, Colorado 80033 SIGNED: Robert T. Pazkhurst, P.E. JOB NO: 455 DAT'E: 7uly 23, 1999 PARKHURST TITLE . ._~j.... ~Q.~".'l~ PAVj N.. . JOB NO.. ` INC CONSULTING SUBJECT ENGMEERS BY CHECKED DATE SHT. OF . . . _.~-.0 CJ . . }-j +4Y xI ~ . U/_tc 5 0 l bS~ 13.~c.-~ ~./T.1= 7 G ~ MAX tfT L L =50 Mk4'lN Loot2 =1b DL , 60 L-,.(,.Y z~' O G o PARKHURST TITLE .D_.~Q M. . . . . . . INC CONSULTING SUBJECT ENGINEERS BY ..)4z p CHECKED DATE JOB NO.. SHT. OF F'oo ~r-~ ►~.~G ~ PARKHURST TITLE . . . ~ . _ . . . . ' INC CONSULTING ~ SUBJECT ENGINEERS BY CHECKED DATE . . . . . . . . F-. ~ ~ C~o o 'I~s F w = 4 oCo~ K/FJ 'Z. c.1 ~•o~) = t,o. 8 C-- ~ 3~ I xRE4 ~ 1. L' +o, ~ JOB NO.. SHT. OF Z.?<8 Q,1Z, o, K PARKHURST TITLE . i~ M_ INC CONSULTWG SUBJECT ENGINEERS BY CHECKED af=T 6 E 14 M S ~GDa.4K F--(~= 12mo Y = 4 ~ S E5 S S w= ( 2 Q-~o~)~ , 7z 7 2- ( l',,z-) z- r-t ~3 (i2~ _ l30 = - xG~KQ, l ~ v=.7 2-4, 75, l Re4 ,iaS ~0~2 6 xl ~ 5x = Z~ 3' w (B) ► . ~ E3 M ~4>c Fq o H ~ 4- ~i- JOB NO.. DATE SHT. OF 6xl4O o K 1-'IAx F-<--no P, = .o9 9 KsF~ 99 f' sIi-- Mr. Darin Morgan Codes Administrator City of Wheat Ridge Dear Mr. Morgan, Monday, July 19, 1999 To answer some of your inquiries regarding my proposed Amish barn: #5. The Amish will not install plumbing or electricity; therefore, a space will be allocated for a bathroom to be built at some later date. Electricity will also be installed at a later date. 97. The barn will house my own horses, in addition to three buggies and two sleighs. Hay will be stored on the third floor. All other structures on my property are depicted in the attached drawing. This is my primary residence. #8. The existing barn is ancil(ary to my residence. I own this barn and the house west of the proposed barn site. The present barn is used for storage on the first and third floors, with an apartment on the second floor. This apartment was used as living quarters by a Mr. Phelps, starting in 1950. From 1955 to 1975, Dr. Weldon Heard used these quarters, after which time I have used the apartment as a nanny's quarters. #10. The water supply to the Odom home and barn is from a private well. The sewer is part of the West Ridge sewer district. I will contact this district if and when a bathroom is to be installed in the proposed barn. Note: Bob Parkhurt, Engineer, will answer questions #1, 2, 3, 4, 6, &11. The proposed barn will not be used for any commercial purpose. Please feel free to come visit Odom Family Farm anytime. Sincerely Yours, ~U ~k< r ~ 6 John A. Odom, 7r. Owner Odom Family Farm jq7 V ~ NtA ~ l~liy-Lo . _ . ~ _ k _,~fouSe ~ LP-P-*-t) Lo rvi 2_ JoV1V~ ~ O-Lv'/y\ F'l!.~_ ~YYVj v ~-1 aiY`'~~ T'-2'i-- . ~ ~..ars2 CoY~ P~ - 30-5 - ~ ?Ij-';-goo aa~eM~ _ ~ pro~soa ; t3 Q f ~ n _ _ _ _ _ _ - - - _ - _ B• ba ~~es • W e, Lf ' w u ----R 4 q _ ~ ' Acres ~ Code Correction List July 28, 1999 Owner: Odom Builder: Owner??? Address: 11490 W. 38"' Avenue Description: New Heavy Timber Barn Structure - second review 1. Loft and main floor framing is not designed for 250 psf storage load requirements as required by UBC, Table 16-A. 2. Adjust footings accordingly to accommodate for storage load requirements. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, Darin Morga Codes Admi istrator ~ n°~ ~ Dj ti~l 10 1 ~0 PARKHIJRST, INC. CONSULTING ENGINEERS 2140 S. IVANHOE, SiJITE 208 DENVER, CO 80222-5750 303-5849481 303-584-9482 July 28, 1999 Dr. 7ohn Odom 11490 West 3e Ave. Wheat Ridge, CO Re: Barn Structure, 11490 West 38'h Ave., Wheat Ridge, Colorado The following change is to be incorporated into the above referenced barn drawing: 1) Sheet S-2 Loft Floor Framing Plan - use 2 x 10 @ 16" in lieu of 2 x 8@ 12". Provide U210 hanger at each end. Respectfully, k, Parkhurst,Inc. s e~0 15902 „~4~` ~ ° ~ <~'o Ci s U 14DP3A C Robert T. Pazkhurst, P.E. Jl1L 2 8 1999 , CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS DENVER 4507 Wadsworth Boulevard Wheat Ridge, CO 80033 303.463.9317 CASTLE ROCK 210-B Wilcox Street Castle Rock, CO 80104 303.660.4358 EVERGREEIV P.O. Box 759 Pine, CO 80470 303.816.1455 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS SOIL AND FOUNDATION 1NVESTIGATION PROPOSED BARN 11490 WEST 38TH AVENUE JEFFERSON COUNTY, COLORADO Prepared for: DR. JOHN ODOM 11490 WEST 38TH AVENUE WHEAT RIDGE, COLORADO 80033 JOB NO. 11182 JIJLY 19, 1999 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 . 303.463.9317 . Faz:303.463.9321 EVERGREEN 303.816.1455 TABLE OF CONTENTS SCOPE CONCLUSIONS PROPOSED CONSTRUCTION SITE CONDITIONS INVESTIGATION SUBSURFACE CONDITIONS BUILDING FOUNDATIONS LATERAL LOADS SLAB-ON-GRADE CONSTRUCTION SUBSURFACE DRAINAGE SURFACE DRAINAGE LIMITATIONS FIGURE 1- SITE PLAN AND LOCATfON OF EXI'LORATORY BORING FIGURE 2- LOG OF EXPLORATORY BORING FIGURES 3 AND 4- GRADATIOI*T 1EST RESULTS FI~iURE 5- SVf(ELL-CONSOLIDATION TEST RESULTS F~'rU1tE 6- TYPICAL BASEMENT WALL DRAIN 1 1 1 2 2 2 3 3 4 4 4 5 SCOPE This report presents the results of a soils and foundation investigation for a proposed bam at 11490 West 380' Avenue, Jefferson County, Colorado. The purpose of our investigation was to evaluate subsur- face conditions at the site. The report includes a description of soil and ground water conditions encountered in the exploratory borings, recommended foundation system, allowable soil pressures, and recommended design and construction criteria influenced by the subsurface conditions. The report is based on data developed during the field and laboratory investigations and our e3cperience. A summary of our findings and recommendations is presented below. We summarized our project in a Foundation Design Memorandum dated July 8, 1999 under the same job number. CONCLUSIONS 1. Subsurface conditions encountered in Test Hole 1(TH-1) consisted of a 3-inch topsoil layer and root zone; undedain by slightly clayey (below 4 feet), silty sand to 18 feet; undedain by gravelly, clayey, silty sandstone to the maximum depth explored of 20 feet. 2. No free water was encountered in during drilling. The boring was checked 8ve days after drilling and no free water was observed. 3. We recommend the barn be constructed with a spread footing foundation system. The footings should be designed for a maximum allowable soil bearing pressure of 1000 pounds per square foot (PSF). 4. The soils are suitable for slab-on-gade construction. The slabs should be constructed as "floating" slabs. The slabs should be free to move in the vertical direction. 5. We recommend the installation of an exterior foundation drain below basement slab elevation 6. Positive drainage down and away from all foundation walls should be maintained at all times PROPOSED CONSTRUCTION At the time of our investigation a two-story bam with a walkout basement was proposed at the subject site. The test boring and proposed barn are located as indicated on Figure I. A concrete and timber frame structure with light residential loads is anticipated. Slab-on-grade construction is proposed. Soils and Foundation Inves[igation Job No. 11182 Page 2 SITE CONDITIONS The site is located in a residential azea in Jefferson County, Colorado. The site has a 100/o slope to the south with a heavy cover of grasses. There aze existing structures at the property as indicated on Figure 1. INVESTIGATIONS Subsurface conditions were investigated by drilling one exploratory boring at the location presented on Figure 1. The boring was advanced using a 4-inch diameter conrinuous flight auger powered by a CME45 drilling rig. Samples were taken at general5-foot intervals using a Califomia sampler. A Califomia sampler is a 2.5-inch outside diameter by 2 inch inside diameter device. The number of blows required to drive the sampler into the soil is known as a penetration test. The number of blows required for the sampler to pene- trate 12 inches can be evaluated, and gives an indication of the consistency or relative density of the soils. The results of the penetration tests and logs of the soils encountered aze presented on the Log of Exploratory Boring, Figure 2. Samples were retumed to the laboratory where they were visually classified and appropriate testing was assigned to evaluate the engineering properties of the soils. Laboratory testing consisted of three moisture-density deternunations, two gradations, and one swell-consolidation test. The test results aze presented on Figtres 2 through 5. SUBSURFACE CONDIITONS Subsurface conditions encountered in Test Hole 1(TH-1) consisted of a 3-inch topsoil layer and root zone; underlain by tan, medium dense, moist, slightly clayey (below 4 feet), silty sand to 18 feet; underlain by olive, gray, hard, moist, gravelly, clayey, silty sandstone to the maximum depth explored of 20 feet. Soils at the site are non-expansive. The moisture-density deternvnation for the sample at TH-1 at 4 feet resulted in 5.5% moisture content and a dry density 109 pounds per cubic foot (PCF). The moisture-density determination for the sample at TH-1 at 9 feet resulted in 52% and 105 PCF. A swell-consolidation test was performed on 9-foot sample. The test resulted in a 2.70/o consolidation `when wetted under a surcharge Soils and Foundation Inves[igation Job No. 11182 Page 3 of 1000 PSF. The moisture-density determination for the sample at TH-1 at 14 feet resulted in 8.4% and 115 PCF. No free water was encountered in during drilling. The boring was checked five days after drilling and no free water was observed . BUII.DING FOUNDATIONS The soils at the proposed foundation elevations consist of non-expansive slightly clayey, silty sand. We recommend the bam be constructed with a spread footing foundation system. Footings should be designed for a maximum allowable soil bearing pressure of 1000 PSF. We recommend construction with a spread footing foundation system designed and constructed to meet the following criteria. 1. All footings must be supported by undisturbed natural soil. Soil loosened by the excavation or fomung process should be removed from the footing areas prior to placing concrete. We recommend the observation of footing excavations to confirm footings are supported by suitable material. 2. We recommend minunum footing widths of at least 16 inches for continuous footings, and 24 inches square for concrete pads, which support columns. Larger sized footings may be necessary depending on the load of the structure. 3. Continuous foundation walls should be reinforced to span local anomalies in the subsoil. We recommend a minimum reinforcement of at least two No. 5 bars top and bottom in all foundation walls. Walls should be reinforced to span an unsupported length of 10 feet. 4. We recommend the footings be protected from frost action. Footings should be covered with a minimum of 3 feet of soil for frost protection. The open excavation for the footings should be observed by a soils engineer to confirm footings are bottomed in suitable soil. LATERAL LOADS Below grade basement walls greater than 4 feet in height must be designed for lateral loads. For "active" conditions, we recommend an equivalent fluid pressure of 35 pounds per cubic foot (PCF). For "at rest" conditions, we recommend equivalent fluid pressures of 45 PCF. These pressures do not include Soils and Foundation Inves[iga[ion Job No. 11182 Page 4 surcharge or hydrostatic loads. To reduce the risk of development of hydrostatic pressures, we recommend installation of an exterior foundation drain as indicated on Figure 6. SLAB-ON-GRADE CONSTRUCT[ON The soils encountered are suitable for slab-on-grade construction with a low risk of slab movement. Minor cracking of slabs is typical in the Front Range area. We recommend slabs be constructed as "float- ing" slabs. If the owner is not willing to accept the risk of slab movement a structural floor system should be constructed. If new fill is required beneath floor slabs, we recommend the onsite soils be compacted to a minimum of 95% of standard Proctor density as determined by ASTM 698 SUBSURFACE DRAINAGE We recommend the installation of a foundation drain around the exterior in the basement of the structure. The foundation drain will reduce the risk of "wet basement" problems. The foundation drain should lead to a positive gravity outlet or to a sump where water can be removed by pumping. The foundation drain should be installed similar to the detail presented on Figure 6. SURFACE DRAINAGE Performance of the foundarion soil is, to a large degree, influenced by water controlled by surface drainage. The roof downspouts must not dischazge below grade. We recommend the following precautions be observed during construction and be maintained at all times after the residence is completed. 1. Excessive wetting or drying of the open foundation excavations should_ be avoided as much as possible during construction. 2. The ground surface surrounding the exterior of the structure should be sloped to drain away from the structure in all directions. We recommend a minimum slope of 12 inches in the first 10 feet. 3. Backfill azound the foundation walls should be moistened and compacted to at least 90% of standard Proctor maacimum dry density. Any settlement of backfill around the structure, wluch occurs Soils and Foundalion Investigation Job No. 11182 Page 5 after construction, should be immediately repaired to avoid the risk of surface water entering the foundation soils. 4. Roof downspouts and drains should discharge well beyond the limits of all backfill. LIMITAITONS The boring was located to obtain a reasonably accurate foundation picture. Variations in subsoil conditions not encountered in the borings are always possible. A representative of our office should be called to observe the open footing excavation. The cost of this and other observations is not included in the fee for this report. If we can be of further service in discussing the wntents of this report, or in the analysis of subsurface conditions on the design of the structure, please call. CHURCH & Edwazd O. Church, EOGcbs 3 copies sent fas to 303-696-6652 send and fax to Bob Pazkhurst, fux 303-584-9482 PROPOSED BARN 11490 WEST 38TH AVENUE JEFFERSON COUNTY,COLORADO WEST 38TH AVENUE EXISTING r ; STRUCTURE ~ Q EXISTING w: ~ RESIDENCE o: ~ EXISTING BARN GATE r Q 3 w > ~ 0 EXISTING RESIDENCE EXISTING BARN EXISTING SHOP APPROXIMATE LOCATION OF ~ PROPOSED - 36' X 90' BARN 15' r TH-I~1 L--40'-->l I L-----J SITE PLAN AND LOCATION OF IXPLORATORY BORING NOT T❑ SCALE JOB NO. 11182 FIGURE 1 TH-1 ~F-10 WC = 5.5 1M12 DD=109 -200 = 17 WC = 52 15/12 DD = 105 ~ -200 = 26 ~ a w 0 15 IXPIANATIONS: ~ TOPSOILAND ROOTZONE (31NCHES) SAND, SILN, SLIGHTLY CLAYEY (BELOW 4 ~ FEET), MOIST, MEDIUM DENSE, TAN WC = 8.4 14/12 DD = 115 ~ 50/6 SANDSTONE, SIL'!Y, CLAYEY, GRAVELLY, ~ MOIST, HARD, GRAY, OLIVE ~ 14/12 INDICATES THAT 14 BLOWS OF A 140 POUND HAMMER FAWNG 30 INCHES WEflE REQUIRED TO DRNE A 2.5 INCH O.D. SAMPLER 12 INCHES NOTES: 1. THE D(PLORATORY BORING WAS DRILLED ON 7-1-99 USING A 41NCH DIAMEfER CONTINUOUS FLIGHTAUGER POWERED BYA CME 45 DRIWNG RIG. 2. IVO FREE WATER WAS ENCOUNTERED AT THE 11ME OF DRI W NG. 3. WC = WATER CONTENT(%) DD = DRY DENSftY (PCF) -200 = PERCENT OF FINES PASSING THE NUMBER 200 SIEVE. LOG OF IXPLORATORY BORING JOB NO. 11182 FIGURE 2 CHURCH & Associates, Inc. Engineers & Geologists Denver Colomdo, 303-063-9317 Evergeen Colorado, 303-816-1455 Castle Rock, Colorado 303b604358 Gradation Test Results #200 #100 #50 #30 #16 #8 N4 3/8" 3/4" 1-1/2" 3" ]00.0 p 90.0 10 80.0 20 70.0 30 ~ 60.0 40 ~ 50 0 - ~ ~ . 50 a 40.0 60 30.0 70 20.0 80 ]0.0 90 OA i 10 0.01 0.1 1 10 100 Diamefer of Particle in Millimeten DESCRIPTION: SLIGHTLY CLAYEY, SILTY SAND HOLE / SAMPLE: TB_ 1 Gravel 0% DEPTH: 4 FEET Sand 83% Liquid Limit: N/A Fines 17% Plaslicity Indes N/A Moisturc: 5.5% DATE: 7/13/99 JOB NAME: 11490 WEST 38TH AVENUE JOB NUMBER: 11182 FIGURE 3 ~r 19 9 a` 5 a CHURCH & Associates, Inc. Engineers & Geologists 100.0 90.0 80.0 70.0 5 60.0 ~ p' S0.0 c d ~ a` a0.0 30.0 20.0 10.0 0.0 Denver Colorado, 303-063-9317 EvecgreenColorado, 303-816-1455 Castle Rack, Colorado 303-6604358 nio Gradation Test Results #200 #100 #50 q30 N16 N8 N4 3/8" 3/4" 1-1/2" 3" ~ v ~ a ey L w 5( 6( 7( 8( 9( 1( 0.01 0.1 1 10 Dlameter of Particte in MiWmeters 100 DESCRIPTION: Gravel Sand Fines Moisture: SLIGHTLY CLAYEY, SILTY SAND HOLE / SAMPLE 4% DEPTH: 70% Liquid Limit: 26% Plasticiry Index 52% TH-1 9 FEET N/A N/A DATE: 7/13/99 JOB NAME: 11490 WEST 38TH AVENUE JOB NUMBER: 11182 FIGURE 4 8 7 G 5 O 4 ti p, 3 X W 2 1 o 0 -1 _Z q 0 .M -3 ~ N Fr ~ -4 O U -5 -6 _7 CONSOLIDATION UNDER WNSTANT PRESSURE DUE TO WETTING -8 L- 0.1 70B NO. 11182 1 10 100 APPLIED PRESSURE - ksf Sample of slightiy clayey, silty sand from TH-i at 9 feet Natural Dry Unit Weight = 105 PCF Nahual Moisture Content = 5.2 % SWELL - CONSOLIDATION TEST RESULTS FIGURE 5 i 1 BACKFILL ROOFING PAPER OR GEOTEXTILE FABRIC o- ° o = °o o o O ao vovo..„ a °a.: 'o e o^•:o Q°o- a';.~ o:::-:❑' 0 0 a :•:'b aQ T(~ R~ rlo •o- 00 GRAVEL Oo'~: ~F a..R O O~ OO Q O ° . • a ~ $.:~o 0 0d,...o 4 INCH DIAMETER ° 40 12~ PERFORATED PIPE 0 0.~. MIPt. o o.., INSTALL DRAIN ABOVE LINE 1 • • GRAVEL SPECIFICATIONS: CLEAN WASHED GRAVEL 10096 PASSING 1.5" 60-10096 RETAINED #4 MAXIMUM 396 PASSING #200 POLYETHYLENE SHEETING .1 . NOTES: 1. DRAIN PIPE SHOULD LEAD TO SUMP OR POSITIVE GR,4VITY DISCHARGE. 2. PUNCH HOLES IN ROOFING PAPER WITH NAIL. 3. WRAP GRAVEL COMPLETELY IN AREAS OF SANDY OR SILTY SOILS. 4. DRAIN SHOULD BE A MINIMUM OF 12 INCHES BELOW SLAB AT HIGH POINT. IYPICAL BASEMENT WALL DRAIN JOB NO. 11182 FIGURE 6 CHURCH & Associates, inc. ENGINEERS & GEOLOGISTS 7uly 8, 1999 Dr. John Odom 11490 West 38th Avenue Wheat Ridge, CO 80033 Subject: Foundation Design Memorandum Proposed Barn 11490 West 38th Avenue Wheat Ridge, Colorado Job No. 11182 Dear Dr. Odom, We are transmitting design information for your use and are faxing a copy of this letter to Bob Parkhurst. Our soil and foundation investigation is still underway and will be available in several weeks. A detached bam structure is planned for the field southeast of your house. The bam will be a timber frame structure with two stories above gade. The first floor will open to a filled area on the north side for access, and the lowest level will walkout to the south. The site slopes to the south at about 10 percent. We performed 1 boring in the proposed building area, near the center of the structure. Our boring encountered 3 inches of topsoil and root zone, underiain to IS feet by moist, medium dense, silty to clayey sand, underlain to the maximum depth eacplored of 20 feet by moist, hard, silty, clayey sandstone bedrock. The native sandy soils on the site have a nil swell potential under present moisture and density conditions. A sample of silty, clayey sand from a depth of 9 feet exhibited significant consolidation when wetted under a surchazge pressure of 1000 pounds per square foot (PSF), with a consolidation of 3.6% under 1000 PSF and a consolidation of 5.6% when loaded to 3000 PSF. Ground water was not encountered during driliing, and the bocing was dry when checked 5 minutes after drilling. Ground water should not be an issue during construction. A perimeter exterior foundation drain is recommended for below grade construction to help prevent water buildup on the uphill side of the structwe. Design recommendations are presented below. Pians for the building prepared by Parkhurst Engineering, dated 6-1-99, assumed a spread footing. foundation with a maximum altowable bearing pressure of 1000 pounds per sguare foot (PSF). SPREAD FOOTING FOUNDATTON Footings on native sandy soils with a low risk of foundation movement Maximum allowable bearing pressure = 1000 PSF to limit potential settlement. DENVER 4501 Wadsworth Boulevard WAeat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax:303.463.9321 EVERGREEN 303.816.1455 Design Memorandum Job No. 11182 Page 2 FLOOR SLABS Native soils are suitable to support slab-on-grade floors, with a low risk of slab movement or cracking due to expansive soils. Floor slabs should ideally be constructed as "floating" slabs, and not tied to the structure. Based on our observations and test results, the slabs may be tied to the structure if desired for lateral load resistance or other reasons, with a low risk of either slab heave or settlement. If there are any questions or if we can be of further service, please contact our ofFice. Sincerely, CHURCH & Associates, Inc. Reviewed by ;C~ '~ay 29q94 ~r, : r, David Cushman, Project Manager Joseph C. Kordzie Nc~•u~ .G\vCt~. `S%UNA~ dac/JCK 1 copy sent Faxed to Bob Parkhurst at: 303-584-9482 `DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number 6752 3/20/98 Property Owner Property Address Contractor License No. Company -S~ r-, O 6ow\ 11490 W 38th Place 18141 Denver Burglar Alarm Co. Phone : 292 2222 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT i hereby certiy that the setback distances proposed by this permit application are accurete, 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 (Z-..iL✓7 ._...DATE ~Y O/9R. ~ Description : Install and monitor security alarm system Construction Value Permit Fee Plan Review Fee Use Tax Total Date $150.00 $25.00 $0.00 $0.00 $25.00 Use: Electrical License No : Company : Plumbing License No : Company : Phone : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (i) This permit was issued in accortlance with ihe provisions set forth in yopur application antl is sub1~ec[ to the laws of the State of Coloredo and to [he Zoning Regulations and Builtling Cotle of Wheat Rid9e, Coloredo or any other applicable ortlinances of the City. (2) This permit shall expire if (A) fhe work authorized is not commenced within sixty (80) days from issue date or (B) the building aufhorizetl is suspentled or ahandonetl for a period of 720 days. (3) If this permit expires, a newpermit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be made in the original plans and specificallons 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 tha[ will change ihe nalural flow of water causing a drainage problem. (5) Contractor shall nolify ihe Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceetliing with successive phases of the job. (I) The issuance of a permit or the approval of drewings and specifications shall not be construetl to be a permit for, nor an approval of, any violation oFthe provisions of the building codes or any other ortlinance, law, rule or regula[ion. Chief Building Inspector ' THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION YV~l~~\~~~~~~~• v• • rru~• v~ BUILDING INSPECTION DIVISION - 235-2855 ' CITY OF WHEAT RIDGE Date : 3, ' 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 ' 1375? Property Owner : JoHN oDOM Property Address : 11490 w. 38th Pl.,• Wheat Ridge, CO 80033 Phone : 303-43: , Contractor License No. : 18141 Company: SecurityLink from Ameritech Phone: 303-571. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ConstrucUon Value : ' $150 . I hereby certity that the setback distances proposed by this permit appliwtion are accurate, PEfR11t FEe : 25 I and do not violate applicable ordinances, rules ar regulations of the City af Wheat Ridge or covenants, easements or resMctions of record: that all measurements shown. and allegatlons . made are accurate; that I have read and agree to abide by all conditions printed on this Use Tax : application. and that I assume full responsibility for compliance with the Wheat Ridge Building Cade (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Total : 25 ; - (OWNER)(CONTR4CTOR) SIGNED DATE 3/17/98 ,•f J. F. Bucheger,II Description : Install and monitor security alarm system I BUILDING DEPARTMENT USE ONLY ~ Approval: Zoning : Approval p~dlit:illf_tiil ~1F?b111i~S~!~TS: ' APProval : Occupancy : Walls : Roof : Stories Residentiaf Units : Electrical License No : Piumbing License No : Mechanical License No Company : Company : Company : Expiretion Date : Expiration Date : Expiration Date : Approval: , Approval: Apprcval: j . P13iis:ftequlred.;°; I ~ PlAns`Required 3, :;Pfans Hg;Qutretliffif] . . . (1) This permR was issued in accordance wdh the provisions set farth in yopur appliwtian antl is subled to the laws of the Stale of Coloratlo antl lo the Regulatlons anO Building Cotle al Wheat Rid9e, Coloratlo ar any oUer apPlirable orEinariees of the City. (p) This pennit shall exprte if (A) the work aulhanied is not commenceE wiUin sixty (60) days Imm issue dale or (B) the building authonzetl is suspend - - abandoneA for a penotl of 120 tlays. (3) Ii Ihis permil expires, a new pertnit may 6e acquired for a fee of one-half the amount normalry required, provitletl no changes have been ar will be R ariginal plans antl speclfiwtions and any suspension or a6andonment has not exceede0 ane (t) year. If changes ere made or if suspeneion or abi exceeds one (t) year, full tees shall be paid lor a new permit. (4) No work of any manner shall be done Ihat will change the nalural flow o(water causing a drainage prablem. (5) Contractor shall notiry the Building Inspecror twenry•lout (24) hours in a0vance for all inspections antl sha0 recerve wntten appmval on mspecAOn c . proceetliing witb successive phases ol the job. - • (6) The issuance of a permit or Ihe approval of drawings and specificaGOns shall not be wnstrued to be a permit far. nor an approval ol, arry violaUOn a " of the bullding cotles ar any ather ortlinance, law, rule ar regulaGon. _ Chief Buiiding Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYO CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ' \ 3 0 o s~ y o~ 3 o s e z ~ o e _ o n . y o o~~ w n O ' ~ 0 1~a o a o a m a ~ o m~ a m~ i o ~s ~c c v a q g \ v y° o° a n o v _a _-nv z~ o - ~ 6 0 w S 9 ] Q ~ j~ p O 9 ~ c D~p y o ~ o i ° = v ~ ~ m o _ v i ~ rn D ' D rn X n = X i I om ~ m m _~:II Z t N m c~ Y ~ ~ 0 ~ ~ ~(u4 n j J Z 0 T = Or ti pcw ~ ' D r ~o ]7 V Nyt~O ~ ~r mz> ~1n i J"' Cf D 2D-{ m n m `n o ~ D c g x m m D m o D N r ~ ~ fTl O -1 O Z 2 0 C < R 1 p ~ j z m m 0 ~ r cf y Z T ~ m N ~1 N ~ N < n m 2 (7 O m 0 O m m ~ z m~ ~ q N v~ m A < n - m ~ o n _ r o ~ m ~ -1 D = ~ i m 0v m = $ N 3 > p m ~ n m N N m ~ r 3 p O m p T o rn c n g D c> <n = ~n m ~ D f D ~ ~ r S ~L 2 D ~ ~ S ~ ~ I - m a y ~ m = n t = I - A O A w ? ~ ~ 1 f y j v ~ Q ~ mm ~ F s c z M m ~ ~ m C ~ 0 N Z C m N ; ~ ° cZi ~ m N ~ z 0 =i W 0 A ~ x O m a 8 ~ m o n m ~ o m - LO m n n C~ m p Z 3 j ~ {7 n s ° s a ^ n a p D z ~ -4 ~ m ~C m c m c m c $ m ~ m O 0 i = n u~-i £ r Z fN ~ m n = O y vT S£ ~p m~ £m t= m r mmD 2D X D ~ y Z 2 C p mmn oP m ; D ~ o m p~ O n c=i Z o I..c Z x ~9 3 Nmca m 00 ro ~ m 2 ~ Z Gl mmOD no o_z c,c ~z (7) m m (i Q m O N c$r' npA im m£- £x D i $g:~ . z, 3 p ZC A D $ Z j D -mi S ~ m m1 ~ N fZM Z s p 2-4 ~A~ ~ D ~c p N Z N O 5 N 2 A n < O ~ 2 ~ °p ~F ms ~m xn ~N 02 c n ~m f Z c m vm ~z m N ~ Z °z O m ~ ~ C ~ c m m 2 c U 1 z m ~ ~ ~ r m N D O O m m N N ~ O W 2 a D D ~ n r ~ a o ~ N N v O O m FLO~ Iy v o ~ A M m X 1 1 ~ N ~ ~ D < ~m O Z C ~m O X T ~2 O m D ~ nCg: <vi rn °zc,o =ZO ~CIC ~-j Z vo~ mZ< 00 0C m 0-C r m N o . os Z-V 9 m Z -1 v m ~ ~ ~ 2 O ~ ~ ~ W O N 0 ry r w I Y U H ' 2 ' O H U W a N ' Z Vr ✓V V~ ~ ~Yl y w ¢ ma o❑ a ~ ✓ W Y U ~ H ~ Z O ~ F a U~ y ~ Z ~ I ~ ~ W ~ m~ 00 Q w ~ a f. o W m a ~ \ ui a 0 ~ ¢ w a ~ J W m a ~ W Q ~ ~ 0 J m ¢ a 2 N Z a ? O ~n Z u. F Y ¢ 0 w w ¢ a h o F z Q ~ ¢ Z ~ m U ¢ ~ N ir a Z w a a N ? 0 W Fr- O w a y ? N Q Q LD r ~ , m lb E 0 11 d 3 rq W Y ~S U ~L\ F co O I F ~ U w ~ a ~ . z \ I ~ N W ¢ m O 00 Q ~ . F ¢ ' W = a F ( C O ¢ J W m a ~ b ¢ O U W ¢ t' a Q f ~ Z ~ U jj ~ F 2 0 a N ? Z O z O rn U Q W Q ~ (ry O ~ m j ( m y IL O W H a y ? ¢ J ~ 0 3 7500 WEST 29th AVENUE DEPARTMENT OF COMMUNITY DEVELOPMENT 237-6944 EXT. 255 P.O. BOX 638 BUILDING INSPECTION DIVISION PERMIT NO. B91#4589 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND THE MAYOR - raj 1 94 Hr1I IPC PRIOR TO IIJCPFr TInM. TWO SETS OF BUILDING PLANS AND TWO PLOT PLANS MUST ACCOMPANY THIS APPLICATION BUSINESS NAME C4fMTM✓W &iAe4/`s ADDRESS COPY OF DEED AND IMPROVEMENT SURVEY REQUIRED SPECIFY NORTH PPDPPPTY I IMF STREET NAME (CIRCLE FRONT) N E S W SHOW DISTANCES FROM THE MAIN BUILDING TO ADJOINING HOUSES, STREETS, AND PROPERTY LINES ON ABOVE SKETCH; SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. OWNERS NAMEV e9 )-W d4 04176 &&q CONTRACTOR P/)"L hw/fZ LIC. NO. ADDRES~ST 16-V/ W671, 8L PHONE 2!77y8+-!/77 CITY Qrl4dCA/ co ZIP CODE®&VO3 LOT WIDTH AREA LEGAL DESCRIPTION METES AND BOUNDS DESCRIPTION ATTACHED ADDRESS /I q~Y W,1670- 3g *V LOT BLOCK INDICATE THOSE OF THE FOLLOWING OFF-SITE IMPROVEMENTS NOW EXISTING: Curb a Gutter- Street Paving-Water- Sewer- Storm Drainage- HAVE ARRANGEMENTS BEEN MADE TO PROVIDE FOR THOSE NOT NOW EXISTING+ YES_NO- ARE THERE ANY SPECIAL ASSESSMENTS AGAINST THIS PROPERTY: YES_NO- STORIES UNITS REMARKS MATERIALS; WALLS OWNER/ CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT PERMIT FEE J I hereby certify that the above setback distances shown on this permit application are accurate, and do not violate nts restrictions of re- t Rid USE TAX s, easeme or ge or covenan applicable ordinances, rules or regulations of the City of Wheat 2 cord; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all TOTAL FEE 1 /77 conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge NOT D Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. L, (OWNER)(CONTRACTOR) SIGNED DATE BUILDING DEPARTMENT USE ONLY ,g SO. FT COST THE PROPERTY IS PRES~FNTLY ZONED BASEMENT-ROUGH THE PROPOSED USE (-IS) L-IS NOT) ALLOWED UNDER THE ZONING ORDINANCE. ]BASEMENT-FINISHED COMMENTS: GROUND FLOOR SECOND FLOOR GARAGE -f- THER UYC O 74 g OTHER jc' BUILDING COST $ ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE N0. CITY N0. STATE N0. CITY NO. CITY NO. - PLANS REVIEWED (-OK) (-NOT OK) PLANS REVIEWED (-OK)(-NOT OK) PLANS REVIEWED(-OK)(-NOT OK) NO PLANS NEEDED NO PLANS NEEDED NO PLANS NEEDED PLANS NEEDED PRIOR TO ISSUANCE OF PLANS NEEDED PRIOR TO ISSUANCE OF PLANS NEEDED PRIOR TO ISSUANCE OF ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT PERMIT ISSUED TO PERMIT ISSUED TO PERMIT ISSUED TO PER REQUEST AS PER PLANS NO PER REQUEST AS PER PLANS NO. PER REQUEST AS PER PLANS NO. AS APPROVED AND ON FILE IN MY OFFICE AS APPROVED AND ON FILE IN MY OFFICE AS APPROVED AND ON FILE IN MY OFFICE DO NOT ISSUE PERMIT UNTIL CLEARED BY DO NOT ISSUE PERMIT UNTILCLEARED BY DO NOT ISSUE PERMIT UNTIL CLEARED BY CHIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR DATE CLEARED BY DATE CLEARED BY DATE CLEARED BY CHIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR BY BY BY DATE DATE DATE REMARKS: \V 4 CONDITIONS: (1) THIS PERMIT WAS ISSUED IN ACCORDANCE WITH THE PROVISIONS SET FORTH IN YOUR APPLICATION AND IS SUBJECT TO THE LAWS OF THE STATE OF COLORADO AND TO THE ZONING REGULATIONS AND BUILDING CODE OF WHEAT RIDGE, COLORADO OR ANY OTHER APPLICABLE ORDINANCES OF THE CITY. (2) THIS PERMIT SHALL EXPIRE IF (A) THE WORK AUTHORIZED IS NOT COMMENCED WITHIN SIXTY SO) 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 SPECIFICATIONS AND ANY SUSPENSION OR ARAN NMENT HAJIS D ONE (I)YEAR. IF CHANGES ARE MADE OR IF SUSPENSION OR ABANDONMENT EXCEEDS ONE WYEAR, FULL FEES SHALL BE PAID F NEW PERM(4) NO WORK OF ANY MANNER SHALL BE DONE THAT WILL OBSTRUCT THE NATURAL FLO F WATER CAAGE PROS EM. (5) CONTRAC 0RR I L XNOTIFY E BUILDING INSPECTOR TWENTY-FOUR (24) HOURS DVANCE FOR ONS N ALL RECEIVE WRITTEN AP PROVAL ON INSPECT N ARROCEEDING WITH SU E SSNE PHASES OF THo PPROVED IING INSPECTOR FOR MAYOR -dP7"i!L`~L4/G~fd? ..~rzvvarv hkkrc¢giess Valtep' 'Y WIN NL a ~•N~ilI3::< L65 V~Y~cf N~. ups x x 3 _ 5 y. ESQ Sixcoae 1` YD wldad " F 4 tea: - = rua~ 'wed af 2 . e Daed cs£ Kr r ' Re7 ease a ON" A , V M 0-k 17. 0 , 7~eaa," 'faz ar s O Aggua. et l tyg t called x~~ zaoe , wA ~a~e"Q,ted: accardinglxm: She; fr:knstructions; ani' ; lvissh#t;y havere 1]ea4 recsardacl. ea$tt? tae 4ta ei Dnaz~tE" may wa ni - ir pr pan y Plat 7 ic" SY°us6e6 . > can BG e MB4:G3.(?3Y~. `Phis"should complete aEtT tran~aetSone 1Ye wiaYr. t6of thsrlk.y~u for•:.'Yaur,~eit3~fulnesa".iii arak3,ng Pay~ents.". - rd fir viy risii sYsa~s. ai}a..a11 the rL ,YDU hS.T ` iFen the pId £arn€ tYe ~~sl you many happ gear g there . _ + > .,y ey 'l vrY* a S _ .~+1I?C~ _ $ x f E Y ~ nh, 4~4 OWN his No. S. 922 J.T.--Installment Note $100,.000..00 P.ril._2Q.......... 1914---. e............ . f or value received.1ohn.A....0-daW..a /.or...... R. .....Odom.... D ter pro lse to pay Yeldan...Ta.. . "B'ard... t......... .HeardN ~ ` of as tenants in c in , but Joint Te a urvivo of them, or order, the sum of ue..Jlundred - Thousand.-and- 04. - - - - - - - - - D t ll . . . . . . . o ars a ..Romte---4.,...Bo ..11 ...Rasehur9.V. .0 974.7.0 said rinei al a tole f y u ~ $1,000.0 mon 1 ginning 20, 4 and each month therea ter nti in pai full.....Rac- p'gym ..to..include terest at 7% per annum on the unpaid balance. . . . In addition pa ant of $5,0.60. I3hal7:-1e'pi;id"'by"UcEobe'r'"1; 1974 "wi&" ahall "bis 0 may be paid on the principal of applied to principal, A ma na of $18, 350.0 _ his note dur 1974, afte w ch time an-.. liiuipp sum'.paym..erits'.ioay.b--e pa d"' 'thoilt l t 0 00 h ar paymen s , above t e regu ,000. enaltyy except hat ymen than2 - - more nre ter st at t e rate of er cent er annum ` ' ' ° - ' ................p p . s al 1 agreed to t n be t part~es ~lereto . T IS AGREED that if hie te a i en due or declared due hereunder, the principal and accrued intereat thereon shall draw in rest at the rate of- ----p r that failure to make any Payment of principal or interest when due or any default under any umbrance or a cement urips 's she cause the whole note to become due at once, or the interest to be counted as principal, at the lion of t older of a note. maker, d endorser, hereof severally waive presentment for payment, protect, notice of one. payment a teat, and as to any ension o time of payment and partial payments before, at or after maturity, and if this nob or interest thereon is not paid when or It I. bro sht, asrae to Pay all reasonable coat, of collection, ineludin, aoa",,e--fees for attorney's fto. , - - MEMORANDUM OF PAYMENTS Date of Amount Paid on Pays Paid on Balance of I Paid on Tax & Ins I Balance Tax & Ins Payment Paid Interest Interest to Principal Principal . Reserve . Reserve ..,:i • ;'DPP .:/O 'Ir^.' I~.I r 9-".. 19 , /r, d Sv it 4 [.i i7 ✓ c 92 J • /r• (^'J t( pt c D ,TU 7;' C: C. '°i 'n 'I ,2 /L)-•;✓..t. 4) 1 w'- l ra{[ 34, t2-JC-'l ( It n,• , ._I ~`i, u'' ,y v•` k I TD T •1 0 r% O -2 tJ - t- [ 9 7, '7.5- ifs e.-i1,'7- 3 "o-1ta C.0 I to '.a '1.1rLr 1+ 5f /,~--,a r~ -LI a" 1 o r+ o . n a 03 , o l ~ ~ S 3d . ~t6 l- A 7/. O S13 moo,` oao,OG 7, .2/ A - F'~9 r C, /POD, 00 t 0. o r) Q 'y 7 191 /n no. no c 1, . _03 C10 ' 0 ` LJ' ^ 511 i0 ?t7e - Jr . c r I , , 1) q q A,. 1,17 COMPLIMENTS OF cs,autau CU. w 0 (y Recorded at........... wagk M ..,..e;`i ~p / "filler. ~ r-,~) Recoption No THIS INDENTURE, Made this.20th ..................day of..... Apra......... In the year of our Lord One Thousand Nine Hundred and........ 74 between Jahn.. A~.:.Od om.. and.. Helen ...B-....D d om whose address )e.1.78$..]Cipling.... St....... akewoDd,....Colorado County of...... J401f6rson and State of Colorado, parties...... of the first part, and the Public Trustee of the County of...Jefferson in the State of Colorado, party of the second part, WITNESSETNt TEAT WHENEAS, The part ...ieg...of the first part haVE..executed....... th.eir ..........................................promissory note bearing even date herewith, for the t7 A Z^a o m -o y :r N ~ m m o x TVA pe t: m ALI: to 9 W i9 .%4 :.J J 1L iA 'P -,1 n t't o v, Z < principal sum of.0ne...Hundred.-Thousand...and...nD/10D--.-.-.-.---.-.--.-.-.-.-.- Do)lar. Payable to the order of.....Weldon...T....Heard...and..Betty ...S.....Heard Within. ran. years after the date thereof. with interest thereon from data until maturity at the rate of._.... .6eVen ........................per cent per annum, Interest payable_U.0.0.0.0.0...l?er..nlonth...I'l..ith provisions ...f.or...additional ...payments-at ...the...optinn...of....the... buyer.... including_.interest AND WNEEDAS, The said part iesf the first part........ are.......... desirous of securing said promissory note NOW THENIZV08D, The said part..iesof the first part for the purpose aforesaid, do......_.... hereby grant, bargain, sell, and convey unto said Public Trustee the following described property, situate In the County of.....Jef.ferson.. ......................and State of Colorado, to-wit: Tract 9 and North 1/2 of Tract 24, BROOKSIDE, except the North 26 rods of Tract 9, (The W'W81NANWII; of Section 28, Township 3 South, Range 69 West of the 6th P.M., except the North 26 rods thereof.) together with all water, water rights, ditch rights and rights to use of water belonging to said land, includ- ing right to use 6 inches of water from the ditch of the Rocky Mountain Ditch Company and the right to use of water from Brookside Ditch, EXCEPT: the South 398.2 feet of the North 1/2 of Tract 24, And specifically including 8 Shares of Water in the Brookside Ditch. TO NASD AND TO HOLD, The same together with all and singular the privileges and appurtenances thereunto belong- ing in trust nevertheless, that In case of default In the payment of said note or any of them or any part thereof or Interest thereon, then upon tho beneficiary hereunder filing notice and demand, it shall be lawful for said Public Trustee to sell said property in the manner provided by law for Cash at public auction at the ......Eaat- - .....door of the Court House in the...... City. ...of...GD1den .............................County of....Jefferson In the State of Colorado, upon advertising notice of sale weekly, for not less than four weeks, In some newspaper of general circulation, and after the expiration of the time of redemption, to make and deliver to the purchaser or purchasers or his, her or their assigns, a deed or deeds of conveyance to the property sold, and out of the proceeds of such sale, after first paying and retaining all fees, charges and costs, and all money advanced for taxes, Insurance and assessments, or on any prior encumbrance, with Interest thereon, to pay the principal and interest due on said note rendering the overplus (If any) unto the said parties-.-.of the first part, ...t.... beir..... legal representatives or assigns and the said beneficiary may purchase said property or any part thereof; And the said pard &....of the first part, for.... them.ser4es. t,...heir... heirs, executors and administrators, covenant ................and agree that at the time of the ensealing and delivery of these presents, x.hey.....are........ well seized of the above described premises In fee simple, and that said property is free and clear of all liens and encumbrances whatsoever, except taxes for 1974 payable in 1975 and Easements of record, ditches for irrigation and restrictions of record, if any, and thatt.hey....... Will keep all buildings Insured for the Insurable value thereof, with loss payable to said beneficiary, and will pay all taxes or assessments against said property, and any amounts due or becoming due on any prior encumbrance, and If a release be desired, the expense thereof, and In case of foreclosure, a reasonable attorney's fee; And It In stipulated and agreed that in case of default In payment of principal or interest an aforesaid or a breach of any of the covenants or agreements herein, then said principal sum hereby secured and interest thereon may at the option of said beneficiary become due and payable at once, anything In said note to the contrary notwithstanding and possession of said property will thereupon be delivered to said beneficiary. ' IN WITNESS WNESEOY, The said pard,ea.... oI the first part ha... e..h:preunto seQ.....their.....haPd..r. S.. and seal a.... the day and year first above written. WTl'NESS: .......`_.k:.:/r.~..._f.!...... . 1...`°7h .....(SEAL) r /f C r L....cCSEALf ..........................(SEAL) STATE OF COLORADO, + : . - County of........ Jef.fElSOn....... _ ea S - The foregoing Instrument was acknowledged before me this _20th - day ? of............ April ts....7.4.. Br..... John.-A.....0dom..and..Helen R.....Odom. WITNESS my hand and official seal. ~ bly commission expires...JulY 29e 1975 , tart' Public , COMPLIMENTS OF F-- No. 5 923•A, Deed of Trust to Public Trustee.-Short Form. eSxeuzify gigs )t`-1.4 V-11k Recorded Reception KNOW ALL MEN BY THESE PRESENTS: That, Whereas, JOHN A ODOM AND HELEN R. ODOM ofthe Countyof Jefferson in the State of Colorado, by DE ED OFTRUST D.F dated the 20th day of April 19 74 , and duly recorded in the Office of the County Clerk and Recorder of the County of Jefferson in the State of Colorado, on the J 3 `4 day of 14P61 19'7,t , in book at page (Film No. Reception No.,; 3Y'7,~ L.) of the records, in said office, conveyed to the Public Trustee in said County of Jefferson certain real estate in said Deed of Trust described, in trust to secure the payment of the indebtedness mentioned therein. AND, WHEREAS, Said indebtedness has been paid and the purposes of said trust have been fully satisfied; NOW, THEREFORE, At the request of the legal holder of the indebtedness secured by said Deed of Trust, and in consideration of the premises, and in further consideration of the sum of Five Dollars, to me in hand paid, the receipt whereof is hereby acknowledged, I, as the Public Trustee in said County ofJefferson , do hereby remise, release and quit-claim unto the present owner or owners of said real estate and unto the heirs, successors and assigns of said owner or owners forever, all the right, title and interests which I have under and by virtue of said Deed of Trust in and to the said real estate in said Deed of Trust particularly described, reference to which is hereby made for greater certainty. TO HAVE AND TO HOLD the same, together with all and singular the privileges and appurtenances thereunto belonging forever. AND FURTHER, that the said n•ust Deed is, by these presents, to be considered as fully and absolutely released, cancelled and forever discharged. WITNESS my hand and seal this day of Ache Nbhc Trustre mrnul r.~~oy ,.r (SEAL) r-a w The Public Trustee in said o'clock- M., County of Recorder. ,19 Colorado: Please execute this release, the indebtedness. secured by the above mentioned Deed of Trust having been fully paid. he le d holAer .f lhrinAebh•dnr.. aeemed hyr id Ue of Truwt. i ~ lJ By 0 U c~ E N x °o W STATE OF COLORADO. ss. County of The foregoing instrument was acknowledged before me this 19 , by as the County of , Colorado. My commission expires day of Public Trustee in said Witness my hand and official seal. NOTES 1. Bearings are based on ttte r~ortt~ i ir,e uf th~ NW i/4 r,f ;ectian 28-3-~9 being N 9~ E(assumet~). o= Set na. 5 rebsr 30" lang with 2" allfny cap ~tnm~~e~: " ESl P.L.S. 17668 unless indicated otherwise. 3. This survey was performed withdut the t~enefit oi' ~ r~cerrt Titte [rss~sranee ~aalfcy, therefnre, all easements of record, encumbrances or defects that Rnay af'feet th~ praperty tt~at ma~+ ncrt he sl~~owr7 are riot a~aart af this certificat~on. I I ~ n I APPLEWDOD fSTATES ~ ~ ~ ' Book 22 Pa e 58 ~ ~ g ~ m I ~ y I ~ a ~'I ' W~ Fd. 1/2~~ sq. pin ~ ~ ~ ~ C , S 40° 15~02~~ E 0 50~ i~ ~ ' I ~ / from set poin t . ~ ~ / ~ ~ ' ~ I I ~ ! a ~ ' ' , . ~ / , N JJ C o r n e r NW Corner Section 2$ - - - -o - Township 3 Townsfiip 3 5outh, Range 69 West ~ ' ~ ~ 6th P~ M. ~ Streef 6 R.O.W. Simms 0 ( I 6th P. M. „ ~ Wesi L~ne NW i'4 Se,tion 28-3-69 29~ 2U,I Fd. 3 I/4 ~ 429 CG , Fd. 3 I/4" brass cop in _ . a ~ u ~ Fd no 4!ebar ,yj~ar j 28 21 ' casj iron t ~ ~ - casl iron box per 1984 i N 0 07 l8 E II46.88 t „ ~ s ampeG ~59014 ~ ~ ; monument manument record by l 1 jz 1, " ~ io ~ J.S. ~ambe ` ~ i i q il ~ ~ J.S. Lambe r fi . Trac~ ,A~~ 1 't ~ z o 1~ ~ ~ ' ~ , , ; ~ ;c.._ ; t~ 1.Z , n n ~ u i~ W o _ VALLEY BROOK ,Part of Tract 24 ~ TrQCt 9 N o (m m~~~'~ i ~ ~0 ~ i - ~ qp o ' ( sUBD~vIS~D~ a~odKSi~~ e~ooKSra~ su~vi~lsi~N o , F rl ~Q1 ~ ~ 3v^ ~ 30 't~ ~ B 0 2 P Q` 8 2 B o a k 2 3 P Q g e 5 3 ~ S U B D l V I S i~~ U ' o k q 8 ' ~F~{ , j ~ m l , i ; , , o ~ , ~ ~ N , j N ~ , ~ ` ' ~ , ' . , a<. , ~ , - . ~ - ~ ~ ~ . ..i M-,r. - . . - . , , , . u .a ~ f . ..T. ~ . . . . . ~ , . . . , = ~ - % . ~ , , , . ~ ` _ ~ " . , . . - ~ . . "i = , . : 1 ~ . , . . . . . ~ ~ . } l ( . ; ' i . ~ - ~ ` . I ~ ~ , i ~ , i , i~ Fd. no. 3 rebar ; a ~ o ' " ~ _ S~ 0 09 52 w s o a 2o w ~2~ oo~ ! ~ - - - N ol°02'u°W, 249.83 gg ' ~ ~ ~ ~ Fd. in N 68°2I' ~0" w o.58~' , ; ~ , Fd. 3/4 .pipe 7.3~ P , 1.43 from set point. ; „o „ fr~m set point. ! ' N 8~ 4~~52 W, # ~ ' ~r 1.67~ fro~~m set poini. ' r~ ~ ~ Tract 23 ~ Troct !0 ; ; N I/4 ~ar , I N 1/4 vorner Section 28-3-69 , i _ BR KSlt7E SUBDIVISION ~ Fd.3l/~° 6R04KSlDE SUBD~VI.SION ~ 00 Fd. 3 I{4" oruss cap in cast ;ron ~ ' i cast iron hox per 1986 manument monument r ecord by ~ ~ J S. Larr~bE ~ S. L amCcrt . ~ NORTH - ~ DESCRIPTION !00 0 50 100 Tract 9, exceptthe north 26 rods; and the north I/2 af Tract 24 ezcept the south 398.2 feet SCA~.E: 1~ = 100' , Nw Sec 28-3-69 BROOKSIDE SUBDiV1510N, per c~ty ot wnearr~dge. County of Jeffersan, ~ State of Colarado, CERTIFI CA714N 2639.61 a,k.a, 11490 We81 381f1 AYe. i, F~obert U. Wistmrjn, a r~gi~,tered Profe~,siona! [,arid ~urveyor in ~ 9 WhBl1t Ridq@ t C 0 the State u~f Calarado, dt~ ttereby rert.~Yy t~~at t~~e h€~undary survey ~ ~ r~e resented b this ]at was com teted under my ~~ireet P Y P P responsibility, snpervision anci checking in ar.cnrdance wit~~ 8'~ o - N a PO~CeI COtttains $.fi?0 ACt@Sy more Or I@SS. Ar•ticle 51 of 7'itle 38, C.R.S. ~lalB~~~~d that it is true and m ~ N correct to tt,e best of my kno~ d ~ei iei'. m ~ N ~ ~ ~ ~ ~ - _ ~ G ~ ~ 1 C~"" _ ~ O 7~ ~ e~ 0~ r`t ~ zi Date . Rohert D. Wlseman ~ Z f y~o _ , Ga lorada P. L. S. # 1 T669 ~ i"- ia~~' ~ ~'D t ~ h ~ ~Ut~ ~ o 56,, ~ 0°~ ! ~ ~ \ , REVISIONS • *f4 JEC7 NAME 2623.73 ENGINEERING Notioe: According ta Cc~lurada l.~w you must r,ammence ~ny te~al as i ~ ; , . VEYS~ I NC SUR acti~n based~~~ upon any ~l~fec#. i~~, tY~i~ :,~~rv~y witt~ir~ ~~x ~~.ars F~R nfter you 1'irst disrouer ~uct~ i3~:fect, in ~~c, ev~~nt, may ar~y actio~~ ' s surve t,e ~omm~nced ;narF: tti~n ter~ REGISTERED LAND SURVEYORS ~a Q~Q~ ~35E'(~ UF10TI BTiy f~E~E'Ct lil t.fll y P.D. BOX 6156 LiTTLETON, CO 80121 ~ years frcam the date af tt~e certification sY~own her~eon. Isosa~s7--~oao PROJECT N0. 7613 DATE ~~27~$7 T- +~F ■