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HomeMy WebLinkAbout4069 Field Drivei CITY OF WHEAT RIDGE Building' -inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time ���/�A� Re -Inspection required: Yes o~ When corrections have been made, sc edule for re -inspection online at: http✓/www.ci. wheatridge.co. usrnspection tires Date: ?n Inspector: A " DO NOT REMOVE THIS NOTICE TGM Greenhouse Repairs d 1 C3, e) -9 u y 2020 Kipling St. Lakewood, CO 80215 Office: 303.273.9085 email: sales@thermagro.com Roof enclosure to be retrofitted as in diagram above. Material to be used is a 16mm multiwall product called RDC designed for extreme impact and deflection. Product will be in Opal (white/opaque) finish. f ji 30 45 60 115 130 45 MAXIMUM DEFLECTION 2" 1 15 130— 45 160 ,%=_Ss WALLTHICKNESS 2' Width 4' Width Loads (lb./ft) 6' Width Twin, Triple 106 132 26 17 , 26 t8 15 30 145 160 1530 145 t 60 15 13, 45 60 = 2' Width ; 23 11 28 40 51 j 58 16 12 i 25 1 21 31 25 41 136 45 39 4' Width _ _ To.,jn, Triple -H ; 165 100 f 63 49 40 31 ' 27 _ Five 5- 1236 130 71 51 50 36 3l 465 177 165 146 196 54 44 6' Width ' THICKNESS ; WALLTHICKNESS bmm, Ifo" 1win, Triple 60 27 123 t 16 : 22 17 20; - 8mm, 5116" { Twin, Triple 65 33 124 18 ' 25 19� — — 22 — �— s °��° i I Omm, 3f8" Twin, Triple 132 s 67 145 36 34 26 { 2321 26 23 20 !— lbmm 5l8" Five-� 177 k 98 54 ; 41 41 30 26 23 35 27 123 { 19 25mm, 1" Seven 465 ? 164 146 ; 133 70 43 37 i 32 44 35 31 20 32,mm, 1-114" { Seven_ 465 217 162 i34 88 t 50�I 40 ! 36 49 39 1134 MAXIMUM DEFLECTION 3" Loads (Ib.fft2) 15 ji 30 45 60 115 130 45 60 1 15 130— 45 160 ,%=_Ss WALLTHICKNESS 2' Width 4' Width 6' Width Twin, Triple 106 132 26 17 , 26 t8 s— 21 14 y—- -- Twin, Triple 98 44 30 19 29 i = — ( 25 28 38 i 44 ; 23 11 28 40 51 j 58 16 12 i 25 1 21 31 25 41 136 45 39 — 14 s 20 121 128 _ _ To.,jn, Triple -H ; 165 100 f 63 49 40 31 ' 27 _ Five 5- 1236 130 71 51 50 36 3l 465 177 165 146 196 54 44 465 6 236 ( 177 1157 i 126 _ 162 [ 48 The external side of Muldwall bodyud- Polycarbonate is protected with a co -extruded layer warranting resistance to aging due to atmospheric 4,4.S. 6, 8, & I Omm agents and U V rays- 2 -Wall 1 PRODUCTION STANDARDS ( �Qn�re�ues� U.V.-- j - tecd9R m both sides- id- $ fi,Y. Proecc_ .. W o' -d- 10, Rgl�l�un !*ocS 10, 16, 20, & 25mm i - 16mm - 3 -Wall 5 -Wall 25, 32, & 40mm 7 -Wall Structure 2 Layers 1 3 layers 1 5 Layers j 7 Layers 1. Thickness(mm) 4 14.S s 6 S 110 1 10 ; 16 20 s 25 f 16 RDC + 25 � 32 � 40 �(in} 3I61/4Thiekness 318 5i8314 f1 5/8 t"165/32 j Width (ft) ! USA made product available in 48" & 72" widths (Call for special cutting options) 47.25" Length (ft) Made in USA Products: Limited to Transportation Requirements 544 X54% 9 I Weight ) R -Factor 0-164 0.205( 0.266 0.3071 0.348 0.430 0.553 0.650 1 Q.665� 1.471 1.471 1.639 1 1. 41.9232.128 1 2.500.632 ? 2.941 0.522 2.778 10.655 10.716 0.799 13.846 14.167 5.16 4 U -Factor - 10.68 1 0.68 0.61 10.58 j 0.52 10.47 0.40 0.38 10.34 0.36 10.26 10.24 10.194 I LIGHT TRANSMISSION % -0..6-6 10.66 0-.65-10.64 Clear ; 8595 84% � i 180% ` 81% i ; 82% 74% 74% % � 75% ' 72% 65,E � 63% � 62% °' � 55� Bronze f 571 1 5 42% 42% 42% 42% ', 37`;0 35% 3595 f 3090 3596 35`Y 1 1 0.68 ; 0.61 0.60 opal 158% 58% � 57% 5796 5795 521 152% 52% 35% 40% 142% 42% 35% Blue - I - 53% 1 S3% 148% - p 45% - G reen i 1- f- 544 X54% 541- 1421i - - SOLAR HEAT GAIN COEFFICIENT (SHGC) C`e?r 0.83 0.82 0.80 1 0.82 1 0.82 0.75 1 0.75 0.77 s 078 1 0.68 ; 0.61 0.60 - c -ze } O.b6 0.66 0_66 ' 0 ?' 0 ? 057 l 0.57 057 - 0.50 050 i 1- 0.66 -0..6-6 10.66 0-.65-10.64 0 64 0-62 0.63 j 0.63 0.51 1 0.45 10.54 _ - - 0.47. 0.47 Q.46 1 Q.45 ; 0.44 ` 043 �i - l 0.35 ' - - �1 __Q_45 1- 10.45` !0.45 a - 0.43 - - _ _ -- 0.66 X0.70 10.70 10.65 - ;- --- - - 0.60 - i 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: 4-! 0 9- t Job Address: I-! 0 io 9 Q r - Permit Number: -�9 0 lrte' 0 0 3 q le C e ver of rJ P rr-t w e e) It u ❑ No one available for inspection: Time = O 7 &PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: -7 & 4, l Inspector: —Tri DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201802034 PERMIT NO: 201802034 ISSUED: 07/19/2018 JOB ADDRESS: 4069 Field DR EXPIRES: 07/19/2019 JOB DESCRIPTION: Repair 1500 sq ft.,(30x50) Pool Enclosure. Install R and R Roofing System on existing structure. Removing hail damaged fiberglass roof and installing Polycarbonate Multi -wall Product. Pitch 4/12. ******Please provide manufacturers installation specification sheets****** *** CONTACTS *** OWNER (303)204-7365 LOKEY HAMILTON JR SUB (303)273-9085 Eric Selinger 180096 TGM Greenhouses *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,500.00 FEES Total Valuation 0.00 Use Tax 157.50 Permit Fee 172.60 ** TOTAL ** 330.10 *** 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 - 201802034 PERMIT N0: 201802034 ISSUED: 07/19/2018 JOB ADDRESS: 4069 Field DR EXPIRES: 07/19/2019 JOB DESCRIPTION: Repair 1500 sq ft.,(30x5O) Pool Enclosure. Install R and R Roofing System on existing structure. Removing hail damaged fiberglass roof and installing Polycarbonate Multi -wall Product. Pitch 4/12. ******Please provide manufacturer,S i installation specification sheets****** I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this u m7t and/or its' accompanying approved plans and specifications. ! EV Signature of OWNER or CONTRACTOR (Circle one) Date I. 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 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 applicaode or any orlinance or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of ChiefA6uilding Official ' Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat P____dg� COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits�ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee: 61' %f Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 40 Gq T( Q_J Property Owner (please print): �7 _ Lo z_ t ­ u Phone: Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: ` � � _ 1 =l_C) D,2 �Jc City, State, Zip: \J\J 404VA06 F W Architect/Engineer E-mail: Phone: Contractor Name: T 6 r�A C �`1� i -i c7y� PMLS City of Wheat Ridge License #:I oo 9(,-) Phone: k_5 2_7 3 X1095 Contractor E-mail Address: E 6 S 5 (-,)-7 (b 6M 411-, C v" For Plan Review Questions & Comments (please print): CONTACT NAME (please print): SQL I �LLr Phone: 4.32- CONTACT 32CONTACT EMAIL(p/ease print): � C� j -off Sub Contractors (Must provide Wheat Ridge License No.): 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 # ❑ COMMERCIAL &J RESIDENTIAL 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. 3 5 o Pte., o c--),Jc (- Oso e'c V - S STEM 0k) EXIS-np�-' �61 t T 11-1 sc) /-\)2 CA, 1 Sq. FULF `� � BTUs Gallons Amps Squares Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) s --7 © o 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 on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) o AUTHORIZED REPRESENTATIVE) of (OWNER) (C TRACTOR) Signature (first and last name): `<�—� DATE: C Printed Name: EV<C— ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer. PUBLIC WORKS COMMENTS' Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: r 1 6�ld /c INSPECTION RECORD INSPECTION ONLINE FORM: hftp://www.ci-wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occ ncy/Type Inspections will not be performed unless this card is posted on the project site. "Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter De Nnt Pnllr Cnnr_rsafo Prier Tn Ar%r.rw�l ni' Th.. A 6._.... Underground/Slab Inspections Date Inspector Comments Comments Initials Electrical Mid -Roof Sewer Service Plumbing Rough Electric " vv cwt vvvur unuGffuiuunn nr mfminwnn.11An wery 4rrmt%r In Al Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric " Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping _ Darking / Planning Dept. ROW & Drainage / Pubic Works Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Floodplain Inspection (if appil ;;,- ; e) Fire inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof \'1. Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. -ror iow vonage permits — riaabe ue sure inat rougn mbNet:uuns are compietea from the Tire district and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather INSPECTION RECORD Inspection online form: http://www.cl.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an ins ection before MIDNIGHT (111:59 PM) to receive an inspection the following business day PERMIT: 014- ADDRESS��� f�e(d 0�_ JOB CODES-AUV6 Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS c (�� �� PERMIT: I G O ADDRESS:q" hCJJ � .� JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank FAQ• (- 320 r1,vwpll crre,�., and Nall - , 321 Moisture board / shower walls r 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential FAQ• (- 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: . F aI,11 . , Job Address: ��> >��161, r Permit Number: 7)(/ 7 7 ❑ No one available for inspection: Time Re -Inspection required: Yes t__ When corrections have been made, call for re -inspection at 303-234-5933 Date: /- /0 - %K Inspector:+ - DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Plumbing PERMIT - 201709706 PERMIT NO: 201709706 ISSUED: 12/28/2017 JOB ADDRESS: 4069 Field DR EXPIRES: 12/28/2018 JOB DESCRIPTION: Replace existing boiler with new 82% efficiency, 125K BTU with 2 new zones, expansion tank, water feed and back flow preventer *** CONTACTS *** OWNER (303)204-6300 LOKEY HAMILTON JR SUB (303)421-3572 William Buras 017865 Lakeside Heating & A/C *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,400.00 FEES Total Valuation 0.00 Use Tax 71.40 Permit Fee 109.20 ** TOTAL ** 180.60 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2014 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. 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 thispermit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and hat all work t be pe rmed is disclosed in this document and/or its' accompanying approved plans and specifications. ignature 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 Official and is not guaranteed. 4. No work of ay manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The perm it ho �der 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 arV_ermit shall not be construed to be a permit for, or an approval of, any violation of any provision of any nc u applicable code or any ordinaldtion of this jurisdicti ,n. 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. re - City of Wheat �,�;+ COMMUNITY DEVELOPMENT Building & Inspection Services Division 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 # OW I (j 7 j1 / Plan Review Fee: Building Permit Application ' Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. * Property Address: �/e `I / �/ /, ,`� . %c�c7�1�� �I %Q01' 3 Property Owner (please print): �O M . / izsN o/S e Phone: -3P--? o?IJ'�- 4.3 7 Property Owner Email: 'YLv-)-� Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Phone:, Contractor: Contractors City License #: 0/79 4p5 Phone: 303 -16 / 3:� 71 - Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL �d RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) 5;; 9,0,9 A 77C. �'Iota _t.1-t'-r_7� Sq. Ft./LF Amps Btu's Gallons Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ &,Ved . ��'- 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 at also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) QCONTRACTORkl r (AUTHORIZED REPRESENTATIVE) of (0W,NER) (CONTRACTOR) Electronic Signature (first and last name): +�� � 11 �!i'o DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Roofing PERMIT - 201704656 201704656 4069 Field DR Residential Re -roof to 33 sq. ISSUED: 07/24/2017 EXPIRES: 07/24/2018 install Owens Corning Tru Def asphalt shingles with *** CONTACTS *** OWNER (303)937-7000 LOKEY HAMILTON JR SUB (303)937-7000 William Brown 160142 Colorado Superior RFG & Const. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,240.00 FEES Total Valuation 0.00 Use Tax 194.04 Permit Fee 204.30 ** TOTAL ** 398.34 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. a a City of Wheat Ridge Residential Roofing PERMIT - 201704656 PERMIT NO: 201704656 ISSUED: 07/24/2017 JOB ADDRESS: 4069 Field DR EXPIRES: 07/24/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Tru Def asphalt shingles with 33 sq. 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 thispermi st that I am legally authorized to include all entities named within this document as parties to the work to be per to and that all rk to b rtormed is disclosed in this document and/or its' accompany' g approved plans and specifications. -71,2 Signatu 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, po Flans 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 maybe 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 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 applicabl de or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 21ft Ad Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz From: no-reply@ci.wheatridge.co.us Sent: Thursday, July 13, 2017 12:56 PM To: Permits CommDev L l Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina O 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. Q 0 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 4069 Field Street Property Owner Name Hamilton Lokey Property Owner Phone 3039377000 Number Property Owner Email jessicat@coloradosuperiorroofing.com Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number Colorado Superior Roofing 160142 3039377000 Contractor Email Address JessicaT@ColoradoSuperiorRoofing.com Retype Contractor Email JessicaT@ColoradoSuperiorRoofing.com Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material Select Type of Material If "Other" is selected above, describe here: No Owens Corning TruDef Shingles Asphalt Field not completed. How many squares of the 33 material selected above? Does any portion of the No ►/ property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 33 roofing material for this project Provide additional detail Re -roofing the house, 4.12 pitch, 33 squares here on the description of PkI work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 9,240 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Jessica Thornton Email not displaying correctly? View it in your browser. 3 INSURANCE Colorado Superior Roofing & Construction, Inc. INSURANCE 950 Wadsworth Blvd., Suite 306, Lakewood, CO 80214 303-937-7000 OWNERPP, P. ;- 19 N LCL 7bl.: 4 C, J<tl- GZ DATE ADDRESS L EI G 9 p CITY %t 1 �r T J i✓ STATEO'C3 ZIP HOME PHONE CSR REP NAME ALT PHONEgC.�- q--- 4,-�C� EMAIL SCOPE OF DAMAGE - INFORMATION IN BOX FOR INSURANCE PURPOSES ONLY PHONE SCOPE OF LOSS ADDITIONAL DESCRIPTION (if necessary) QUANTITY Tear Off Shingles (include # of layers) Tear Off Shake Roofing Re -sheathing (OSB) Shingle Manufacturer Shingle Color Ice & Water Shield (if pre-existing) ' Two Story Charge Steep Pitch (7/12-9/12) Extra Steep Pitch (10/12-12/12) v Drip Edge (color) Turtle Vents L Furnace Cap (size) Broan Vents (4", 8") ' Pipe Jacks :"' J Skylight (style) (length & width) Ayy` Chimney Flashing (length & width) (Y 7"t r j R&R Gutters (color; LF) R&R Downspouts (color, LF) f L Siding Type 01I Fascia Type (wood, metal) Antenna/Satellite .; Paint (type and color) ' N Windows Window Screens Soffit Overhang (LF) Additional Info or Instructions PAYMENT SCHEDULE: Roofing/Gutters Total $ / 2C,- Roof Deposit (ACV) Due�.t�6Material Delivery $ I%o 70 le Pe, N r For all other trades, ACV Payment is due as a deposit upon Scheduling of Each Trade: Sid ingJPaint Total $ L DL Sdingaint Deposit (ACV) $ Windows Total $ Windows Deposit (ACV) $ Misc. Total $ Misc. Deposit $ Balance of the contract amount is due at the completion of all the trades. Total Contract Amount $ (plus insurance supplements) INSURANCE COMPANY: ZZs /'1/4 ADUSTER NAME: CLAIM#: PHONE #: TERMS: This agreement is for FULL SCOPE OF INSURANCE PROCEEDS and does not obligate homeowner or -Colorado Superior Roofing & Construction, Inc. ("CSR&C") unless homeowner's insurance company approves the work. By signing this agreement, the homeowner authorizes CSR&C to pursue all repairs at a price agreeable to the insurance company and CSR&C at NO COST TO THE HOMEOWNER EXCEPT FOR THE INSURANCE DEDUCTIBLE. The firial price (including any supplements) agreed on between the insurance company and CSR&C shall become the final contract price of full scope of insurance proceeds. PLEASE NOTE: if you have an ACV policy or do not have code upgrade, then you may be responsible for paying out of pocket for certain items like replacement of decking, fascia boards, soffits, or other items. Please talk to your insurance agent about your policy coverage. ACCEPTANCE OF CONTRACT & SIGNATURES CSR&C is authorized to perform at their discretion, 0 in ranee prescribed repairs for the price of full scope of insurance proceeds. These terms and specifications stated hereof and special conditions on the reverse side hereo re accepted. All pay ent for repairs is,ft-oo be made directly to CSR&C. J ACCEPTANCE BY HOMEOWNER/BUYER � � � 'k , CSR REP: � � t,�?/ I HAVE BEEN NOTIFIED THAT I MAY CANCEL THIS AGREEMENT AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS AGREEMENT. 1. All contracts are subject to approval of CSR&C credit department and management. 2. Full and complete payment for trade work, plus any and all applicable overhead and profit, shall become due and payable upon completion of said trade work. Final payments shall become due and payable to CSR&C within (10) days of completion. Should default be made in payment of this contract, charges shall be added from the date thereof at a rate of one and one half percent per month (18% per annum). 3. This contract will expire if not signed by Customer within 10 days from the date presented to customer, unless extended in writing by CSR&C. 4. CSR&C reserves the right to supplement customer's insurance scope for any increases of labor or material from the date of "loss" or if labor and materials exceed original scope of loss and CSR&C shall be entitled to all such supplement amounts. S. Full Scope of Insurance Proceeds shall be defined as the full price for repairs allowed by the insurance CSR&C before any deductions for deductible or depreciations are subtracted, plus any additional supplements granted by the insurance company relating to work performed by CSR&C or its subcontractors. 6. You agree that CSR&C and its subcontractors and agents are not responsible for damages from fire, water intrusion, wind storms, hail, tornadoes, hurricanes, or other hazards to work in progress or to completed work. You agree to maintain in force a policy of property owners insurance covering casualty to your property from such conditions. Our limited warranty does not apply to damage or repairs resulting from any of the foregoing events and CSR&C and its subcontractors and agents shall have no obligation to repair or replace components damaged by such events. 7. This contract and warranty shall not be assigned and is non -transferable by Customer. CSR&C may assign this contract or any of its rights hereunder. 8. If this contract is canceled by the Customer later than three (3) days from execution, customer shall pay CSR&C twenty-five percent (25%) of the contract price as liquidation damages, not as a penalty, and CSR&C agrees to accept such as a reasonable and just compensation for said cancellations. If material has to be re- ordered or re -stocked because of cancellation or changes by the Customer, there will be a re -stocking fee equal to fifteen percent (15%) of the returned materials. 9. Construction work involves demolition and can result in falling debris. Customer agrees not to enter or permit guests or invitees to the work area while construction work is going on. CSR&C OR ITS EMPLOYEES /CONTRACT LABOR IS NOT RESPONSIBLE FOR INJURIES TO CUSTOMR OR ITS GUESTS OR INVITEES WHO ENTER THE WORK AREA. CUSTOMER AGREES TO INDEMNIFY, HOLD HARMLESS AND DEFEND CSR&C & ITS SUBCONTRACTORS FROM AND AGAINST ALL DAMAGES CSR&C OR ITS SUBCONTRACTORS MAY BECOME OBLIGATED TO PAY TO ANY PERSON (NOT AN EMPLOYEE OR AGENT OF CSR&C) INJURED AT THE PREMISES REGARDLESS OF ANY NEGLIGENCE ON BEHALF OF CSR&C. 10. You agree to provide CSR&C and its subcontractors and agents, unobstructed access to your driveway while work is in progress. The equipment and materials used in replacing a roof are heavy and CSR&C and its subcontractors and agents are not responsible for driveway or curb cracking/damage that results from settling, compression, or inadequate support of your driveway and or curbs. 11. Replacing a roof frequently exposes preexisting structural problems. You agree that repairing preexisting structural problems is not a part of this contract and CSR&C and its subcontractors and agents are not obligated to make such repairs. The appearance of pre-existing reflections from sagging rafters or trusses may be accentuated by a new roof system and you agree that CSR&C is not responsible if this occurs. 12. Building codes and good building practices require that air-conditioning, water, electrical lines, and pipes be located a safe distance below roof decking. You agree that CSR&C and its subcontractors and agents are not responsible for nail penetrations or other occurrences to air conditioning, water, electrical line or pipes that are located below the bottom of the roof deck or any resulting damages thereof. 13. Properly installing a new roof may, and frequently does, require the removal and replacement of existing flashing. During installation, wood siding, vinyl siding, stucco siding, and other exterior wall surfaces adjacent to the flashing may break, crack, or tear. You agree that CSR&C and its subcontractors and agents are not responsible for any damages to siding as a result of replacing flashing. 14. Removing & replacing a roof creates vibrations that may be transmitted throughout the house. You agree to remove items hanging from inside & outside walls, soffits & ceilings prior to construction beginning. CSR&C and its subcontractors and agents are not responsible for damages caused to or by falling objects. 15. It may be necessary to remove roof mounted equipment (e.g. satellite dishes, antennas, solar panels, weather stations etc.) You agree to remove and reinstall/adjust such equipment at your cost. CSR&C or its subcontractors and agents may remove such equipment if you fail to do so, but will have no obligation to reinstall or align the equipment and no liability for any damage caused. 16. Roofing materials are separately warranted and CSR&C and its subcontractors are not responsible for manufacturer's warranties. CSR&C work with customer to assist in its recovery from the manufacturer. Customer agrees to notify CSR&C within 24 hours of discovering a leak and agrees to take reasonable affirmative action to prevent further damages. CSR&C will send an authorized representative to investigate any reported leak. Multiple inspections maybe necessary to determine the cause of a leak. Customer agrees to cooperate with such inspections by providing CSR&C and its subcontractors, access to the interior and exterior of the property at reasonable times. All work other than roofing, such as gutters, painting, siding or drywall shall carry a warranty against defects in workmanship for a period of one (1) year. For any warranties to be valid, the contract must be paid in full. Except as specifically set forth herein, CSR&C and its subcontractors and agents makes no warranties, expressed or implied, including warranties of fitness or merchantability, applicable to this contract. 17. This agreement constitutes the entire agreement between the parties. It may be changed only by written instrument signed by both parties. Any representation, statements, or other communications not in this contract are agreed to be immaterial, and not relied on by either party, unless written and fully stated, and do not survive the execution of this contract. 18. Any dispute arising between CSR&C and the Customer shall be submitted to subject to the exclusive jurisdiction of the federal and state courts located in Jefferson County Colorado and all parties hereby expressly consent to the jurisdiction of such courts. The prevailing party shall be entitled to reimbursement of its attorneys' fees and costs from the non- prevailing party. 19. Our Insurance Liability Carrier is APCO Insurance, 400 Inverness Pkwy, Suite 180, Englewood, CO. Cheryl Baier 303-300-2726. THANK YOU, WE APPRECIATE YOUR BUSINESS! CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: k_ Job Address: Permit Number: ❑ No one available for inspection: Timet `!' .M/PM Re -Inspection required: Yes _No When corrections have been made, call for re -inspection at 303-234-5933 Date: ) -' / 2 /',-) Inspecto �� DO NOT REMOVE THIS NOTICE x 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: r/'? 6V66 6 W.Ko 1 i !- ❑ No one available for inspection: Time '` `sit AM/�M Re -Inspection required: Yes 0) When corrections have been made, call for ,re -inspection at 303-234-5933 Date: --- � Inspector: ! ,. DO NOT REMOVE THIS NOTICE 1 I i CITY OF WHEAT RIDGE ]�;17(303) �Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:? Job Address: L41(l Permit Number: 7 Z) f 0 �. G El No one available for inspection: Time l t.1 /PM Re -Inspection required: Yes No 11 *When corrections have been made, call for rpiin�spection at 303-234-5933 Date: � v� � � / Inspector: 1 DO NOT REMOVETTHIS NOTICE f ld-v"a �_ a ninin ?►n 0 `1q) 1 -:v' V TW v L I i Cla v t.• I. ".." V V +"9INSPECTION RECORD 1NSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building 3 NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. "For Inspection Time Window Requests — Please email insptimerequest(c)ci.wheatridge.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather CITY OF WHEAT RIDGE ...... • ... LL Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F ft Job Address: L/ ® E Q I p 04L Permit Number: -), Q / i C C- a0) 9 ❑ No one available for inspection: Time 2 w AM/PM Re -Inspection required: Yes No When corrections have been made, call for re,pospection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Miseella PERMIT - 201700368 PERMIT NO: 201700368 ISSUED: 03/15/2017 JOB ADDRESS: 4069 Field DR EXPIRES: 03/15/2018 JOB DESCRIPTION: Structural repair to roof framing per engineer requirements. *** CONTACTS *** OWNER (303)423-3383 LOKEY HAMILTON JR GC (303)425-9700 Belfor USA Group 019232 Belfor USA Group, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,000.00 FEES Total Valuation 0.00 Plan Review Fee 122.49 PAIL Use Tax 162.00 Permit Fee 188.45 ** TOTAL ** 472.94 *** COMMENTS *** *** CONDITIONS *** MM: Approved per plans and red -line notes on plans. Must comply with 2012 IRC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Engineer approval letter required at building final inspection. Building final inspection 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 I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be per�d and that al ork to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. ,9 _ .0 - Signature f 6WNER or CONTRACTOR (Circle one) Date I. This bermit was issued based on the information provided in the pen -nit 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 I 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. :a;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 a le code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. COLORADO EL DRIVER LICENSE 1 RIVERA -- - 2 GILBERT ANTHONY B 4356 E 123RD AVE ? DENVER. 0080241 3 DOB 4a Iss 1112417 9 3 1 19/ 0512918 - - 9a Endorsements 4d Customer IdentiAer 4`b ExP 97-1€s�-1w 11124/2021 12 Restrictions NONE 5 DO Previous Type 9 Vehicle Classifications 16340161116 A R - ib Sex 16 Hgt - M 6'-07" 10 Eyes 17 Wgt SRO 226 lb FOR OFFICE USE ONLY IV City ) - � City of ��j '�Wh6a-tf dge COMMUNITY DEVELOPMENT Plan/Permit# G(�� Z I _-W-3 Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Plan Review Fee: r Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm itsCcDci.wheatridge.co.us PAID Building Permit Application MMI-qu1 *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ** Property Address: VO Property Owner Property Owner Email: iokeI� C v vft ccs �6 f Mailing Address: (if different than property address) Address: City, State, Zip: Phone: ,303 • `/ Arch itect/Enaineer: a 4 5 S ()r-, Ode S Architect/Engineer E-mail: .r c o ey" Phone: 3U 3- Contractor: Contractors City License #: ('(�) 32 Phone: 363- Contractor 3U3-Contractor E-mail Address:a�/ II, r, Vera 0— (J -S, �"�2r(�0� CO �'1 Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form 333 ❑ COMMERCIAL & RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION B RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and omni in# of mnfnrinle fn ho i mioti ofe I ,wee i r f � Sq. Ft./LF iO • l Btu's Amps Squares �00 � /(01-YA a �rPe Gallons Other i�C�1�n� Ori f� Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ l goo 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 provi ��plication. i:�ie��, CIRCLE ONE: (OWNER) �CONTRACTO or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Sienature (first and last name)7�76t DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: f` Reviewer: BUILDING DEPARTMENT COMMENTS:y��V�� Reviewer. wl k u� � ,u=✓Qd M mold i.nps c� lm . F-rlcd vwk Building Division Valuation: $� �� ` Higgins & Associates, Inc. Forensic Engineers Report Prepared For: Ms. Allison Favier USAA Engineering Evaluation of a Tree Limb Impact Lokey Residence City of _10Wheatl2i ge Comwumw Dmtom APPROVED Reviewed for Code Comonance Ut 1> Wens EnamMer Gate : nwissuanceofopernwo appaw,Mvaossper:i/konorn and co wwwal mn shdt not be o permit for, or an opprovo, of, arty vbbbon to OW of the prorisbns of the bwkfi p code or of ony City ordrwnces. PeMNA patumMp to 94e outhorety to vwwe of conte, the provisions of the SUO&V codes or other ordkwntes of the City "I not be vabd. Higgins & Associates, Inc. Forensic Engineering Consultants January 25, 2017 Ms. Allison Favier USAA P.O. Box 659460 San Antonio, Texas 78288 Allison.Favier@USAA.com Re: Structural Evaluation of Tree Limb Impact Loss Location: Lokey Residence 4069 Field Drive Wheat Ridge, Colorado 80033 Date of Loss: January 9, 2017 Claim No.: 001221569-016 Our Job No: 5372.71 Dear Ms. Favier: 16474 Willow Wood Court Morrison, CO 80465 (303) 972-4300 Fax (303) 972-1134 At your request we have evaluated the tree impact damage to the structural components at the Lokey residence located at 4069 Field Drive, Wheat Ridge, Colorado. It is our understanding an approximate 12 -inch diameter tree limb located at the central west side of the home fell on the roof and primarily damaged the wooden roof rafter framing and sheathing at the west roof exposure. The purpose of our investigation was to determine the extent of the structural damage to the home that resulted from the tree impact and develop a repair plan. Our work was performed commensurate with Higgins 8v Associates, Inc.'s Standard Fee Agreement and Terms and Conditions dated January 1, 2017. As part of our investigation we conducted a site visit on Friday, January 13, 2017. At the time of our site visit the tree had been removed from the property. The homeowner, Dr. Hamilton Lokey, was present during our site visit and provided us with a history of the home and information regarding the tree impact. A site map of the property has been included under Exhibit 1, and our proposed repairs have been included under Exhibit 2. Photographs taken during our site visit have been included under Exhibit 3 and are considered ancillary to the written portions of this report. Page 2 Lokey Residence Na rra ti vP The Lokey residence is a one-story single-family home located in the Bel Aire subdivision in Wheat Ridge, Colorado. The home was originally constructed in 1951, and the Jefferson County Assessor's records indicate Dr. Lokey has owned the property since 1987. The structure is approximately 2,350 square feet in area with a detached pool building that is approximately 1,485 square feet in area located at the northwest corner of the property. There is a two -car attached garage located at the north side of the home. The structure faces east toward Field Drive. The structure is timber -framed with cast -in-place concrete stem walls that are presumably supported by a continuous spread footing foundation. The structure incorporates a gable -style roof and the exterior finishes include stone veneer, horizontal hardboard lap siding, and an asphalt composition shingle roof covering. According to the homeowner, a tree located approximately 20 feet from the west exterior wall of the home lost an approximate 12 -inch diameter tree limb on January 9, 2017 amid strong winds. The impact from the tree limb primarily damaged the wooden roof framing and roof sheathing located at the northwest corner of the home. Typically, when a tree impacts a structure the kinetic energy is absorbed through fracturing and/or yielding of the exterior roof and wall components. In addition to the structural damage to the roof rafter framing and roof sheathing, the tree impact scratched and punctured the asphalt composition shingle roof covering and distorted the roof gutter at the west roof exposure. Our research indicates the authority having jurisdiction over the repairs is the City of Wheat Ridge Building Department located at 7500 West 29th Avenue, Wheat Ridge, Colorado. The City of Wheat Ridge Building Department has currently adopted the 2012 International Residential Code. All repair work should conform to the provisions of the 2012 International Residential Code. Findings In general, the structural damage is minor and primarily limited to the wooden roof rafter framing located at the northwest corner of the home. Some structural components affected by the tree limb impact exhibit fractures that have compromised the integrity of those members. According to the 2012 International Residential Code adopted by the City of Wheat Ridge Building Department, Section R102.7, Existing Structures: Page 3 Lokey Residence "R102.7.1 Additions, alterations or repairs. Additions, alterations or repairs to any structure shall conform to the requirements for a new structure without requiring the existing structure to comply with all of the requirements of this code, unless otherwise stated. Additions, alterations or repairs shall not cause an existing structure to become unsafe or adversely affect the performance of the building." (emphasis added) According to the aforementioned section of building code, repairs should not cause a home to become unsafe or adversely modify the unaffected portions of the structure. Therefore, we have evaluated the exposed portions of the home to determine what structural repairs are warranted by the tree impact damage and prepared our recommendations for the remediation accordingly. The homeowner, insurance adjuster, and remediation contractor should be aware that it was beyond our scope of work to thoroughly inspect all building components, perform a structural analysis of unaffected items, or establish whether any structural component not installed as new is safe, adequately maintained, or complies with the current building code. We recommend the structural components affected by the tree limb impact be repaired. The following represents our best assessment of the tree limb impact damage to the home and may serve as a guide to the insurance adjuster and the remediation contractor who repairs the structure to ensure all damaged members are repaired or replaced to their pre -loss condition or better. We recommend the tree limb impact -damaged structural components be mitigated as follows: A. Provide and install temporary shoring throughout construction as needed. Neither this report nor the attached plans identify all locations or what types of shoring are required. B. Remove all of the tree and vegetation debris from the roof surface and roof gutters. Remove approximately 3 squares (300 square feet) of the damaged roof covering and underlayment at the west exposure of the roof near the northwest corner of the home. Remove the impact - damaged 1 by 8 and 1 by 2 roof sheathing boards and the 3/8 -inch thick laminated veneer plywood sheathing panels. Remove additional sheathing as needed for construction access. Page 4 Lokey Residence C. Straighten the damaged roof rafters and sister the three impact -damaged roof rafters with new full-length 2 by 6s with a minimum end bearing length of 1-1/4 inches at the exterior wall. Do not extend the new roof rafters into the roof eave. Fasten the new roof rafter members to the existing damaged members with PL400 construction adhesive and two rows of 12 -penny nails spaced at 16 inches center to center. No. 8 by 3 -inch long bugle -head wood screws may be used lieu of nails provided the wood is pre -drilled as needed to prevent splitting. Fasten the lower ends of the new roof rafter members to the exterior wall framing with three 16 -penny toe -nails. Fasten the upper ends of the new roof rafter members to the existing ridge board and the new twist/freeze blocking with a Simpson A34 framing clip. D. The existing roof framing connections that date back to the 1950s are inadequate by modern building code prescriptive connection standards. We recommend the installation of prescriptive hangers and connectors to fortify the roof, however, the homeowner should be aware the addition of prescriptive connectors will not modify all aspects of the roof to comply with the current snow and/or wind loads. At locations where the roof framing connections are exposed by the impact repair, the following structural improvements should be implemented: 1. Fasten each existing roof rafter to the existing 2 by 4 and 2 by 6 mid -span purlins with a Simpson H2.5A hurricane tie. Fasten the existing purlins to the existing 2 by 4 braces with two Simpson H2.5A hurricane ties. Fasten the lower ends of the 2 by 4 diagonal braces to the existing interior wall wooden supports with two 1/4 -inch diameter by 6 -inch long LedgerLOK screws (toe -nail orientation is acceptable). Do not damage the interior drywall during screw installation. At locations where the purlin supports align with interior partition walls below, install additional braces so the purlins have an unsupported length of no more than 6 feet. Do not install new braces to bear on ceiling joists or open areas of ceiling framing. The new braces are to be supported by interior walls only. 2. The roof rafter support purlin located at the northwest corner of the original home does not extend to the north gable wall. Install a new 12 -foot long 2 by 6 purlin that is supported by the existing diagonal brace on the south side and a new diagonal brace that bears on the north exterior wall of the original home. Where the new purlin overlaps the existing purlin at the south support, fasten the two members together with Loctite PL400 construction adhesive and 2 rows of 12 -penny nails spaced at 8 inches center to center. Page 5 Lokey Residence 3. Install 2 by 6 twist/freeze blocking on both sides of the ridge board and attach each existing rafter to the new blocking with a Simpson A34 framing clip. 4. Where the roof rafters and ceiling joists align and are accessible, fasten the members together at the exterior wall and at the interior lap splices with three 16 -penny nails. 5. Where the roof rafters on either side of the ridge board align, install new 1 by 8 collar ties. The top edge of the collar ties should be installed 1 to 2 feet below the roof ridge/apex. Neatly miter cut the ends of the new collar ties to match the roof stope and fasten each end of each new collar tie to the roof rafter with six 8 -penny box nails. E. Sheathe the new and exposed roof framing with new 1 by 8 and 1 by 2 boards fastened to each roof rafter with two 10 -penny nails per board. Overlay the sheathing boards with new 3/8 -inch thick laminated veneer plywood with a minimum span rating of 24 inches installed in full 4 -foot by 8 -foot panels where possible (match the existing panel thickness). Install the sheathing with the long dimension or strength axis perpendicular to the framing and over a minimum of two supports. Fasten the new roof sheathing to the framing members at 4 inches center to center at the perimeter edges and 8 inches center to center at intermediate supports using 8 -penny nails. Use 8 -penny ring shank nails within 4 feet of all roof edges, valleys, and ridges. Space the nails 3/8 inch from the panel edges. Install edge support and a 1/8 -inch gap between plywood panels as recommended by the American Plywood Association. Cover the roof sheathing as soon as possible with roof felt or shingle underlayment to prevent damage from precipitation. Ice and water shield underlayment extending 2 feet inside exterior walls is required at the eaves. Page 6 Lokey Residence F. The new roof covering should consist of approximately 3 -squares (300 square feet) of asphalt composition shingles with self-sealing strips. The shingles should be fastened to the roof structure with the fastening regime specified by the manufacturer to comply with a 110 -mph wind load. Underlayment should be 15 -pound standard saturated felt (ASTM D-4869, Type I) installed shingle fashion, parallel to and starting from the eave and lapped a minimum of 2 inches, fastened sufficiently to hold it in place. End laps should be offset by a minimum of 6 feet. An ice barrier that consists of at least two layers of saturated felt underlayment cemented together or a self -adhering polymer modified bitumen sheet should be used in lieu of normal underlayment that extends from the lowest edges of all roof surfaces to a point at least 24 inches inside the exterior wall line of the building. Install a metal drip edge flashing at all roof edges and kick- out/ diverter flashing at the termination of rake walls. The entire roof covering may need to be replaced if a color/ style match to the existing shingles cannot be located. G. Install new exterior trim, fascia and soffits at the west wall of the home to match the pre -loss condition. Caulk, prime, and paint the components to match the pre -loss condition. Install new roof gutters along the west wall of the home. The new roof gutter downspout extensions should not place water within 6 feet of the foundation. Damage repair work should be performed only after the contractor has provided a detailed description of the work, associated costs, and there is written agreement between all parties identifying the scope of work and material specifications. The owner and insurance adjuster should be notified and allowed to inspect all unforeseen conditions or costs not included in the original estimate prior to incurring additional costs. Mitigation of the damage associated with the tree limb impact should be performed by a contractor who is familiar with industry standards and has knowledge and experience with the repair of damaged structures. The contractor should perform all necessary work to ensure all damage is repaired and the structure is returned to its pre -loss condition while conforming to the current building code requirements. As part of our evaluation of the tree limb impact damage we observed structural elements that are considered either deficient or unsafe by the current building code standards. According to the 2012 International Residential Code adopted by the City of Wheat Ridge Building Department, Section AJ501.4, Structural: Page 7 Lokey Residence "AJ501.4 Structural. The minimum design loads for the structure shall be the loads applicable at the time the building was constructed, provided that no dangerous condition is created. Structural elements that are uncovered during the course of the alteration and that are found to be unsound or dangerous shall be made to comply with the applicable requirements of this code." (emphasis added) According to the aforementioned section of building code, exposed/altered structural elements that are structurally deficient should be made to comply with the code requirements for new construction. Repairs that increase the capacity of existing elements independent of the tree impact event or in excess of their pre -loss condition are often considered to be code upgrades. Common code upgrades include the addition of carbon monoxide detectors, remediation of lead paint, and/or asbestos abatement. With respect to our proposed repairs, the following code upgrades have been incorporated into our design. 1. The specification to fortify the existing roof framing with additional metal ties and blocking (Item D). Although unrelated to the tree impact event, we observed aspects of the home that exhibited long-term deterioration, neglect, or that required maintenance. Items that the owner should be aware of and that should be repaired as their budget allows includes the following: • The existing grading and drainage at the perimeter of the home is marginal to poor. Improvements should be made to the grading and landscaping to direct moisture away from the foundation and prevent ponding of water on the lot. Poor exterior drainage is the leading cause of foundation damage. The homeowner should reference Special Publication 43 by the Colorado Geological Survey for additional information related to surface drainage. • There are trees positioned near the west and southeast sides of the home and their branches extend over the roof and deposit vegetation and debris on the roof surface, which tends to clog the roof gutters. These trees should be cut back to not overhang or contact the roof. • The rear (west) yard hose bib pipe has fractured, possibly due to freeze failure, and was depositing water spray onto the soils adjacent to the west exterior wall. This plumbing leak should be repaired as soon as possible. The preceding should not be interpreted as a comprehensive list of deficiencies with the building, since our scope of work was limited to evaluation of the tree impact damage only. Page 8 Lokey Residence Latent damage associated with the tree limb impact event is not anticipated. Nevertheless, should structural distress develop following the completion of the repairs our office should be contacted as soon as possible for a re-evaluation of the building. As with any existing building, the owner is responsible for establishing and maintaining good landscaping and drainage provisions to protect the foundation and building envelope. Summary and Conclusion It is our opinion, based upon a reasonable degree of engineering probability, the tree limb impact damage to the home is minor and isolated to the wooden roof framing positioned at the northwest corner of the home. Although unrelated to the tree impact event, we observed deficiencies that should be addressed by the owner as part of the repair process. We have outlined our recommendations above and under Exhibit 2. We believe the repair of the structure will be fairly straightforward; however, due to the nature of impact damage, it is often difficult to determine the precise extent of the damage until demolition has begun and concealed spaces are exposed. The framing should be continuously inspected by the contractor as selective demolition occurs. Should the repair process reveal deficiencies or damage not anticipated by this report, the remediation contractor should contact our office and the insurance adjuster for inspection and guidance. We will share any supplementary findings with your office. The owner and insurance representative are hereby made aware that the proposed scope of work represents our best judgment as to what is reasonable based upon the level of damage. The owner, insurance provider, the repair contractor, and/or the building official may have different interpretations that could change the scope of work. The preparation of repair recommendations is not to be construed as an indication of insurance coverage. Although our services are limited to evaluation of the load-bearing components, the repair of some non-structural aspects of the building have been described for the purpose of overall project coordination. The scope of our observation was limited to areas of the structure that could be easily accessed and viewed with a flashlight. Our investigation was completed to determine the extent of the damage to structural members due to the tree impact and is limited to that subject matter only. This report is not intended to represent a thorough inspection of all building components or a structural analysis of items unaffected by the tree impact. Our evaluation of the building does not represent an endorsement of the existing structure or a certification that any structural component not repaired as outlined above is safe, adequately maintained, or complies with the current building code. Page 9 Lokey Residence We trust this report is self-explanatory; however, should you have any questions, please feel free to contact our office. Sincerely, Reviewed By, Thomas A. Maude, E.I. Peter Marxhausen, M.S., P.E. LOKEY RESIDENCE EXHIBIT 1 Site Map Bing Maps - Directions, trip planning, traffic cameras & more Page 1 of 1 LV bing maps Notes'' 5372.17 LOKEY RESIDENCE 3M s . W -44th Ave APPL'ERIDGE t. Clear ESTATES St Creek _ BEC AIRE W,415t Ave Gi R -W,38th.Ave, - - - - .. ^- - _,. W, 38th Ave. Exempla . tvtAer6n- ,Medical W 35th Ave- -Center. _ rn c @1st ]C 4 W_32ndAve 110 bing @ 2016 h1¢vosoft CoryoraWn ® 2016 HERE T -Bad Roadhouse .Formers Prahv's . 7 Corrporry than R .. Indian Re:.. th Clear Ot YI AS .Ave fl W 44th live Creek Jae s C* m a Pr S � w l7 b o Albert FAndeman Park n vat Pro Gym V� ~ And—an Park 4 n 3 Lr, Geo.. F4 �Qf W 4151 Ave Ffe1d Dr w i'n 2 � W41 W 41si Ave 4069 Field Dr, Wheat s o Ridge, CO 80033 w4AW x >ppr 2 O 9 '^ W 39th Ave v W 39th Ave v - N O Dortvrv's R¢m S - 3 _ p 2 w Medical H Center , N 500 feet too. .N 37th Ave p 2016 HERE https://www.bing.com/maps/?FORM=Z9LH2 1/10/2017 LOKEY RESIDENCE EXHIBIT 2 Proposed Repairs GENERAL REPAIR PLANS AND SPECIFICATIONS FOR: LOKEY RESIDENCE 4069 FIELD DRIVE WHEAT RIDGE, COLORADO 80033 PARCEL NO: 39-224-99-005 YEAR BUILT: 1951 PREPARED FOR: MS. ALLISON FAVIER USAA CLAIM NO.: 1221569-16 PREPARED BY: PETER MARXHAUSEN, M.S., P.E. Higgins & Associates, Inc. Forensic Engineers 16474 Willow Wood Ct. Morrison, CO 80465 303-972-4300 Fax 303-972-1134 THESE PLANS SHOULD BE USED IN CONJUNCTION WITH THE WRITTEN REPORT AUTHORED BY HIGGINS & ASSOCIATES, INC. THIS IS NOT A LEGAL SURVEY. THIS DRAWING IS FOR INFORMATIONAL PURPOSES AS IT RELATES TO THE PROPOSED REPAIRS. DRAWINGS & NOTES USE THE FOLLOWING ABBREVIATIONS: (E) = EXISTING BUILDING COMPONENT (N) = NEW REPAIR OR IMPROVEMENT DRAWINGS MUST BE PRINTED IN COLOR SITE PLAN Scale: 1" = 1'-0" PROJECT INFORMATION: GENERAL SCOPE OF WORK: REPAIR OF A SINGLE FAMILY HOME THAT WAS DAMAGED BY A TREE LIMB IMPACT ON JANUARY 9, 2017. THE STRUCTURAL DAMAGE WAS PRIMARILY LIMITED TO THE WOODEN ROOF FRAMING LOCATED AT THE WEST SIDE OF THE HOME. THE PROPOSED REPAIRS DO NOT ALTER THE FOOTPRINT, SIZE, OCCUPANCY, OR THE FIRE -RATED CONSTRUCTION OF THE HOME. BUILDING DEPARTMENT JURISDICTION: CITY OF WHEAT RIDGE BUILDING DEPARTMENT 7500 WEST 29TH AVENUE WHEAT RIDGE, COLORADO 80033 PHONE: (303) 235-2853 CURRENTLY ADOPTED BUILDING CODE: 2012 IRC DESIGN LOADS USED IN STRUCTURAL DESIGN: SNOW LOAD - 30 PSF ROOF DEAD LOAD - 15 PSF WIND SPEED -105 MPH V3s, EXP. C OCCUPANCY CLASSIFICATION: R-3 TYPE OF CONSTRUCTION: V -B ACTUAL AREA: 2,349 SF (PER ASSESSOR) HEIGHT/NUMBER OF STORIES: 1 STORY (PER ASSESSOR). FIRE -RESISTIVE CONSTRUCTION: NOT AFFECTED BY PROPOSED REPAIRS Higgins & Associates, Inc. Forensic Engineers 16474 Willow Wood Ct. Morrison, CO 80465 303-972-4300 Fax 303-972-1134 REPAIR SCOPE OF WORK: OA PROVIDE AND INSTALL TEMPORARY SHORING THROUGHOUT CONSTRUCTION AS NEEDED. NEITHER THIS REPORT NOR THE ATTACHED PLANS IDENTIFY ALL LOCATIONS OR WHAT TYPES OF SHORING ARE REQUIRED. © REMOVE ALL OF THE TREE AND VEGETATION DEBRIS FROM THE ROOF SURFACE AND ROOF GUTTERS. REMOVE APPROXIMATELY 3 SQUARES (300 SQUARE FEET) OF THE DAMAGED ROOF COVERING AND UNDERLAYMENT AT THE WEST EXPOSURE OF THE ROOF NEAR THE NORTHWEST CORNER OF THE HOME. REMOVE THE IMPACT -DAMAGED 1x8 AND 1x2 ROOF SHEATHING BOARDS AND THE 3/8 -INCH THICK LAMINATED VENEER PLYWOOD SHEATHING PANELS. REMOVE ADDITIONAL SHEATHING AS NEEDED FOR CONSTRUCTION ACCESS. © STRAIGHTEN THE DAMAGED ROOF RAFTERS AND SISTER THE THREE IMPACT -DAMAGED ROOF RAFTERS WITH NEW FULL-LENGTH 2x6S WITH A MINIMUM END BEARING LENGTH OF 1-1/4 INCHES AT THE EXTERIOR WALL. DO NOT EXTEND THE NEW ROOF RAFTERS INTO THE ROOF EAVE. FASTEN THE NEW ROOF RAFTER MEMBERS TO THE EXISTING DAMAGED MEMBERS WITH PL400 CONSTRUCTION ADHESIVE AND TWO ROWS OF 12d NAILS SPACED AT 16 INCHES O.C. NO. 8 BY 3 -INCH LONG BUGLE -HEAD WOOD SCREWS MAY BE USED LIEU OF NAILS PROVIDED THE WOOD IS PRE -DRILLED AS NEEDED TO PREVENT SPLITTING. FASTEN THE LOWER ENDS OF THE NEW ROOF RAFTER MEMBERS TO THE EXTERIOR WALL FRAMING WITH THREE 16d TOE -NAILS. FASTEN THE UPPER ENDS OF THE NEW ROOF RAFTER MEMBERS TO THE EXISTING RIDGE BOARD AND THE NEW TWIST/FREEZE BLOCKING WITH A SIMPSON A34 FRAMING CLIP. QD THE EXISTING ROOF FRAMING CONNECTIONS THAT DATE BACK TO THE 1950S ARE INADEQUATE BY MODERN BUILDING CODE PRESCRIPTIVE CONNECTION STANDARDS. WE RECOMMEND THE INSTALLATION OF PRESCRIPTIVE HANGERS AND CONNECTORS TO FORTIFY THE ROOF; HOWEVER, THE HOMEOWNER SHOULD BE AWARE THE ADDITION OF PRESCRIPTIVE CONNECTORS WILL NOT MODIFY ALL ASPECTS OF THE ROOF TO COMPLY WITH THE CURRENT SNOW AND/OR WIND LOADS. AT LOCATIONS WHERE THE ROOF FRAMING CONNECTIONS ARE EXPOSED BY THE IMPACT REPAIR, THE FOLLOWING STRUCTURAL IMPROVEMENTS SHOULD BE IMPLEMENTED: FASTEN EACH EXISTING ROOF RAFTER TO THE EXISTING 2x4 AND 2x6 MID -SPAN PURLINS WITH A SIMPSON H2.5A HURRICANE TIE. FASTEN THE EXISTING PURLINS TO THE EXISTING 2x4 BRACES WITH TWO SIMPSON H2.5A HURRICANE TIES. FASTEN THE LOWER ENDS OF THE 20 DIAGONAL BRACES TO THE EXISTING INTERIOR WALL WOODEN SUPPORTS WITH TWO 1/4 -INCH DIAMETER BY 6 -INCH LONG LEDGERLOK SCREWS (TOE NAIL ORIENTATION IS ACCEPTABLE). DO NOT DAMAGE THE INTERIOR DRYWALL DURING SCREW INSTALLATION. AT LOCATIONS WHERE THE PURLIN SUPPORTS ALIGN WITH INTERIOR PARTITION WALLS BELOW, INSTALL ADDITIONAL BRACES SO THE PURLINS HAVE AN UNSUPPORTED LENGTH OF NO MORE THAN 6 FEET. DO NOT INSTALL NEW BRACES TO BEAR ON CEILING JOISTS OR OPEN AREAS OF CEILING FRAMING. THE NEW BRACES ARE TO BE SUPPORTED BY INTERIOR WALLS ONLY. Higgins & Associates, Inc. Forensic Engineers 16474 Willow Wood Ct. Morrison, CO 80465 303-972-4300 Fax 303-972-1134 2. THE ROOF RAFTER SUPPORT PURLIN LOCATED AT THE NORTHWEST CORNER OF THE ORIGINAL HOME DOES NOT EXTEND TO THE NORTH GABLE WALL. INSTALL A NEW 12 -FOOT LONG 2x6 PURLIN THAT IS SUPPORTED BY THE EXISTING DIAGONAL BRACE ON THE SOUTH SIDE AND A NEW DIAGONAL BRACE THAT BEARS ON THE NORTH EXTERIOR WALL OF THE ORIGINAL HOME. WHERE THE NEW PURLIN OVERLAPS THE EXISTING PURLIN AT THE SOUTH SUPPORT, FASTEN THE TWO MEMBERS TOGETHER WITH LOCTITE PL400 CONSTRUCTION ADHESIVE AND 2 ROWS OF 12d NAILS SPACED AT 8 INCHES CENTER TO CENTER. 3. INSTALL 2x6 TWIST/FREEZE BLOCKING ON BOTH SIDES OF THE RIDGE BOARD AND ATTACH EACH EXISTING RAFTER TO THE NEW BLOCKING WITH A SIMPSON A34 FRAMING CLIP. 4. WHERE THE ROOF RAFTERS AND CEILING JOISTS ALIGN AND ARE ACCESSIBLE, FASTEN THE MEMBERS TOGETHER AT THE EXTERIOR WALL AND AT THE INTERIOR LAP SPLICES WITH THREE 16d NAILS. 5. WHERE THE ROOF RAFTERS ON EITHER SIDE OF THE RIDGE BOARD ALIGN, INSTALL NEW 1x8 COLLAR TIES. THE TOP EDGE OF THE COLLAR TIES SHOULD BE INSTALLED 1 TO 2 FEET BELOW THE ROOF RIDGE/APEX. NEATLY MITER CUT THE ENDS OF THE NEW COLLAR TIES TO MATCH THE ROOF STOPE AND FASTEN EACH END OF EACH NEW COLLAR TIE TO THE ROOF RAFTER WITH SIX 8d BOX NAILS. EO SHEATHE THE NEW AND EXPOSED ROOF FRAMING WITH NEW1x8 AND 1 x2 BOARDS FASTENED TO EACH ROOF RAFTER WITH (2) 1 Od NAILS PER BOARD. OVERLAY THE SHEATHING BOARDS WITH NEW 3/8 -INCH THICK LAMINATED VENEER PLYWOOD WITH A MINIMUM SPAN RATING OF 24 INCHES INSTALLED IN FULL 4 -FOOT BY 8 -FOOT PANELS WHERE POSSIBLE (MATCH THE EXISTING THICKNESS). INSTALL THE SHEATHING WITH THE LONG DIMENSION OR STRENGTH AXIS PERPENDICULAR TO THE FRAMING AND OVER A MINIMUM OF TWO SUPPORTS. FASTEN THE ROOF SHEATHING TO THE FRAMING MEMBERS AT 4 INCHES O.C. AT THE PERIMETER EDGES AND 8 INCHES O.C. AT INTERMEDIATE SUPPORTS USING 8d NAILS. USE 8d RING SHANK NAILS WITHIN 4 FEET OF ALL ROOF EDGES, VALLEYS, AND RIDGES. SPACE THE NAILS 3/8 INCH FROM THE PANEL EDGES. INSTALL EDGE SUPPORT AND A 1/8 -INCH GAP BETWEEN PLYWOOD PANELS AS RECOMMENDED BY THE AMERICAN PLYWOOD ASSOCIATION. COVER THE ROOF SHEATHING AS SOON AS POSSIBLE WITH ROOF FELT OR SHINGLE UNDERLAYMENT TO PREVENT DAMAGE FROM PRECIPITATION. (REPAIR SCOPE OF WORK CONTINUED ON PAGE S-3) REPAIR SCOPE OF WORK (CONIINUEO): QF THE NEW ROOF COVERING SHOULD CONSIST OF APPROXIMATELY 3 SQUARES (300 SQUARE FEET) OF ASPHALT COMPOSITION SHINGLES WITH SELF-SEALING STRIPS. THE SHINGLES SHOULD BE FASTENED TO THE ROOF STRUCTURE WITH THE FASTENING REGIME SPECIFIED BY THE MANUFACTURER TO COMPLY WITH A 110 -MPH WIND LOAD. UNDERLAYMENT SHOULD BE 15 POUND STANDARD SATURATED FELT (ASTM -D 4869, TYPE 1) INSTALLED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED A MINIMUM OF 2 INCHES, FASTENED SUFFICIENTLY TO HOLD IT IN PLACE. END LAPS SHOULD BE OFFSET BY A MINIMUM OF 6 FEET. AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF SATURATED FELT UNDERLAYMENT CEMENTED TOGETHER OR A SELF -ADHERING POLYMER -MODIFIED BITUMEN SHEET SHOULD BE USED IN LIEU OF NORMAL UNDERLAYMENT THAT EXTENDS FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. INSTALL A METAL DRIP EDGE FLASHING AT ALL ROOF EDGES AND KICK OUT/DIVERTER FLASHING AT THE TERMINATION OF RAKE WALLS. THE ENTIRE ROOF COVERING MAY NEED TO BE REPLACED IF A COLOR/STYLE MATCH TO THE EXISTING SHINGLES CANNOT BE LOCATED. © INSTALL NEW EXTERIOR TRIM, FASCIA AND SOFFITS AT THE WEST WALL OF THE HOME TO MATCH THE PRE -LOSS CONDITION. CAULK, PRIME, AND PAINT THE COMPONENTS TO MATCH THE PRE -LOSS CONDITION. INSTALL NEW ROOF GUTTERS ALONG THE WEST WALL OF THE HOME. THE NEW ROOF GUTTER DOWNSPOUT EXTENSIONS SHOULD NOT PLACE WATER WITHIN 6 FEET OF THE FOUNDATION. Higgins & Associates, Inc. Forensic Engineers 16474 Willow Wood Ct. Morrison, CO 80465 303-972-4300 Fax 303-972-1134 GENERAL: <& 4 MN g '� PARTIAL ROOF FRAMING PLAN Scale: 1/4" = V-0" Higgins & Associates, Inc. Forensic Engineers 16474 Willow Wood Ct. Morrison, CO 80465 303-972-4300 Fax 303-972-1134 ADDITIONAL FORTIFICATIONS NOT SHOWN: WHERE THE ROOF RAFTERS ALIGN ON EITHER SIDE WHERE THE ROOF RAFTERS AND CEILING JOISTS OF THE RIDGE BOARD, INSTALL (N) 1x8 COLLAR ALIGN AND ARE ACCESSIBLE, FASTEN THE TIES. THE TOP EDGE OF THE COLLAR TIES SHOULD MEMBERS TOGETHER AT THE EXTERIOR WALL BE INSTALLED 1 TO 2 FEET BELOW THE ROOF AND AT THE INTERIOR LAP SPLICES WITH (3) 16d RIDGE/APEX. NEATLY MITER CUT THE ENDS OF FACE NAILS. THE NEW COLLAR TIES TO MATCH THE ROOF SLOPE AND FASTEN EACH END OF EACH NEW COLLAR TIE TO THE ROOF RAFTER WITH (6) 8d BOX NAILS. r (N) 2x6 ROOF RAFTERS SISTERED TO (E) IMPACT -DAMAGED RAFTERS. FASTEN THE (N) RAFTERS TO THE (E) RAFTERS WITH LOCTITE PL400 CONSTRUCTION ADHESIVE AND (2) ROWS OF 12d SPACED AT 16" O.C. (N) 1x8 AND 1x2 SHEATHING BOARDS FASTENED TO EACH RAFTER WITH (2) 10d NAILS PER BOARD (N) 3/8 -INCH LAMINATED VENEER PLYWOOD (N) ROOF COVERING PER (N) 2x6 TWIST/FREEZE BLOCKING ON BOTH SIDES OF THE RIDGE BOARD. FASTEN BLOCKING TO THE RIDGE BOARD WITH SIMPSON LOCTITE PL400 CONSTRUCTION ADHESIVE AND (4) 8d FACE NAILS PER BAY FASTEN (N) TWIST/FREEZE BLOCKING TO (E) AND (N) ROOF RAFTERS WITH SIMPSON A34 FRAMING CLIPS FASTEN (N) AND (E) RAFTER MID -SPAN PURLINS TO (N) AND (E) ROOF RAFTERS WITH (1) SIMPSON H2.5A HURRICANE TIE FASTEN (N) AND (E) RAFTER MID -SPAN PURLINS TO THE (N) AND (E) DIAGONAL SUPPORT BRACES USING (2) SIMPSON H2.5A HURRICANE TIES FASTEN (N) AND (E) DIAGONAL BRACES TO (E) INTERIOR WALL SUPPORTS USING A Y4"x6" LEDGERLOK STRUCTURAL SCREW. CONTRACTOR MUST VERIFY THAT AN EXISTING INTERIOR WALL SUPPORT IS PRESENT PRIOR TO FASTENING ANY (E) BRACES OR INSTALLING ANY (N) BRACES (N) 2x6 RAFTER MID -SPAN PURLIN TO SPAN FROM (E) 2x4 DIAGONAL r -c` SECTION SUPPORT ON THE SOUTH TO A (N) SUPPORT AT THE NORTH. WHERE THE (N) AND (E) PURLINS OVERLAP, FASTEN THE TWO MEMBERS �-5 Scale: 1" = V-0" TOGETHER WITH LOCTITE PL400 CONSTRUCTION ADHESIVE AND (2) ROWS OF 12d NAILS SPACED AT 8 INCHES O.C. Higgins & Associates, Inc. Forensic Engineers 16474 Willow Wood Ct. Morrison, CO 80465 303-972-4300 Fax 303-972-1134 STRUCTURAL NOTES AND SPECIFICATIONS: THIS SPECIFICATION OUTLINES THE STRUCTURAL DESIGN REQUIREMENTS FOR THE LOKEY RESIDENCE, 4069 FIELD DRIVE, WHEAT RIDGE, COLORADO. WHEN A DIFFERENCE OCCURS BETWEEN THE NOTES, SPECIFICATIONS, AND OTHER APPLICABLE CODES, THE MORE STRICT SHOULD CONTROL. CONTACT THE ENGINEER FOR CLARIFICATION IF NEEDED. ALL WORK SHOULD BE COMMENSURATE WITH GOOD ENGINEERING AND CONSTRUCTION PRACTICE. TIMBER: UNLESS NOTED OTHERWISE, ALL NAILING SHOULD BE PER THE 2012 IBC TABLE 2304.9.1. STAPLES ARE NOT ALLOWED FOR STRUCTURAL SHEATHING. ALL FRAMING MEMBERS SHOULD HAVE A MINIMUM OF 1 -1/2 -INCH BEARING - PROVIDE SHIMS AS NECESSARY TO FILL ALL GAPS. FRAMING MEMBERS WITH EXCESSIVE CROWN OR TWIST SHOULD NOT BE USED. TIMBER USED ON THIS PROJECT SHOULD CONFORM TO THE FOLLOWING: ALL NONSTRUCTURAL SAWN TIMBER TO BE HEM FIR NO. 2 OR BETTER (Fb = 850, Fv = 150, Fc = 1,300, E = 1,300,000) ALL STRUCTURAL SAWN TIMBER USED FOR FLOOR JOISTS, STUDS, HEADERS, OR RAFTERS TO BE DOUG -FIR LARCH NO. 2 OR BETTER (Fb = 900, Fv = 180, Fc = 1,350, E = 1,600,000). MISCELLANEOUS: THE ENGINEER'S PLANS DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION. THE STRUCTURAL DRAWINGS, DETAILS, AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE ONLY. THE CONTRACTOR SHOULD PROVIDE ALL MEASURES NECESSARY, INCLUDING MEANS AND METHODS, TO PROTECT THE STRUCTURE AND THE WORKERS DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR, BUT NOT LIMITED TO, TEMPORARY AND PERMANENT BRACING; SHORING FOR WIND, SEISMIC, WORKER AND CONSTRUCTION LOADS; WORKER SAFETY REQUIREMENTS INCLUDING O.S.H.A. REGULATIONS; AND PROTECTION OF ON SITE CONSTRUCTION ITEMS FROM WEATHER CONDITIONS AND ENVIRONMENTAL FACTORS. THESE DRAWINGS AND SITE INSPECTIONS BY THE STRUCTURAL ENGINEER SPECIFICALLY EXCLUDE INSPECTION OF THE AFOREMENTIONED ITEMS. SUBSTITUTION OF STRUCTURAL ELEMENTS MUST BE WITH THE ENGINEER'S WRITTEN APPROVAL. OPENINGS SHOULD NOT BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. DRAWINGS, NOTES, AND SPECIFICATIONS ARE COMPLEMENTARY TO EACH OTHER. WORKMANSHIP AND EXECUTION: ALL WORK PERFORMED AND MATERIALS INSTALLED SHOULD BE IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, MANUFACTURER'S INSTRUCTIONS, AND ORDINANCES HAVING JURISDICTION AS A MINIMUM STANDARD. CONTRACTOR SHOULD OBTAIN ALL PERMITS; COMPLY WITH LOCAL LICENSING REQUIREMENTS; PROVIDE REQUIRED NOTIFICATIONS; AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND ORDERS OF THE PUBLIC AUTHORITIES HAVING JURISDICTION OVER THE PROPOSED WORK. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. Higgins & Associates, Inc. Forensic Engineers 16474 Willow Wood Ct. Morrison, CO 80465 303-972-4300 Fox 303-972-1134 THE CONTRACTOR SHOULD SUPERVISE AND DIRECT THE WORK, USING HIS BEST SKILL AND ATTENTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND COORDINATION OF ALL PORTIONS OF THE WORK UNDER THE CONTRACT. WORK OF EACH TRADE SHOULD MEET ALL NATIONAL STANDARDS PUBLISHED BY THAT TRADE. THE CONTRACTOR SHOULD PERFORM HIGH QUALITY PROFESSIONAL WORK. JOIN MATERIALS TO UNIFORM ACCURATE FITS SO THEY MEET WITH NEAT, STRAIGHT LINES FREE OF SMEARS, OVERLAPS, OR BLEMISHES. INSTALL EXPOSED MATERIALS APPROPRIATELY LEVEL, PLUMB AND AT ACCURATE RIGHT ANGLES OR FLUSH WITH ADJOINING MATERIALS. CONSTRUCTION TOLERANCES SHOULD MEET OR EXCEED THOSE LISTED IN THE 4TH EDITION OF THE RESIDENTIAL CONSTRUCTION PERFORMANCE GUIDELINES. REPAIR/REHABILITATION WORK: THE ENGINEERING SERVICES PROVIDED BY HIGGINS & ASSOCIATES, INC. WERE LIMITED TO THE REVIEW AND EVALUATION OF SPECIFIC AREAS, ITEMS, AND/OR PROBLEMS WITH THE STRUCTURE THAT WERE VISIBLE, EVIDENT, EXPOSED DURING THE SITE VISIT, AND/OR AS AGREED UPON BY THE CLIENT. THESE DRAWINGS REPRESENT THIS ENGINEER'S BEST APPROXIMATION OF THE SCOPE OF WORK AS OBSERVED IN THE FIELD THROUGH LIMITED ACCESS. MODIFICATIONS OF AN EXISTING BUILDING REQUIRES CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS SINCE SOME ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT SIGNIFICANT STRUCTURAL DAMAGE AND/OR EXPENDITURE OF SIGNIFICANT SUMS OF MONEY. THE CLIENT AND PROPERTY OWNER, BY ACCEPTANCE OF THESE DRAWINGS AGREES TO INDEMNIFY AND HOLD HARMLESS THE STRUCTURAL ENGINEER FROM ANY CLAIM, LIABILITY, OR COST (INCLUDING ATTORNEY'S FEES) FOR INJURY OR ECONOMIC LOSS ARISING OUT OF THE PROFESSIONAL SERVICES RENDERED BY HIGGINS & ASSOCIATES, INC. WITH THE EXCEPTION OF LIABILITIES ATTRIBUTED TO WILLFUL MISCONDUCT OF THE ENGINEER. LOKEY RESIDENCE EXHIBIT 3 Photographs Lokey Residence 4069 Arbutus Court Wheat Ridge, Colorado 80033 Job No.: 5372.17 PHOTOGRAPH INDEX January 13, 2017 Photograph 1 - View looking toward the west showing the front of the home, which faces east toward Field Drive. Photograph 2 - View looking toward the southwest showing the north side of the home. There is an approximate 4 -foot tall reinforced concrete retaining wall at the north property line. Photograph 3 - View looking toward the northwest showing the east and south sides of the home. Photograph 4 - View looking toward the north showing the east side of the home. Photograph 5 - View looking toward the east showing the west side of the home. Photograph 6 - View looking toward the northeast showing the covered patio, garage, and detached pool building located at the north side of the original home. Photograph 7 - View showing a sillcock located at the central west side of the home. The valve is currently leaking and spraying water onto the soil and vegetation located adjacent to the west foundation wall. Photograph 8 - View looking toward the west showing the grading and drainage located along the south side of the home is marginal to poor. Photograph 9 - View looking toward the north showing the grading and drainage along the east side of the home is poor. Photograph 10 - View showing the spaced roof sheathing boards and the 2 by 6 roof rafters spaced at 24 inches center to center. Photograph 11 - View looking toward the north showing the Lokey residence roof is covered with asphalt composition shingles. The roof slopes 4 inches vertical per horizontal foot. Photographs 12 and 13 - Views standing near the south edge of the roof looking toward the southeast showing debris and vegetation on the roof surface due to the close proximity of evergreen tree branches. Photograph 14 - View standing north of the chimney on the west roof exposure looking in a northerly direction showing the tree limb impact area. Photographs 15 - View showing tree limb impact damage to the roof shingles at an area located approximately 20 feet south of the north edge of the original home's roof and approximately 8 feet east of the west edge of the roof. Photograph 16 - View showing additional tree limb impact damage to the roof shingles at a location approximately 12 feet south of the north edge of the original home's roof and approximately 7 feet east of the west edge of the roof. Photograph 17 - View showing vegetation and debris in the roof gutter located at the central west side of the original home. This photograph also shows the shingles exhibit minor abrasion damage likely due to the tree contact Photograph 18 and 19 - Views showing the tree from where the approximate 12 -inch diameter limb fell and damaged the Lokey residence roof. Photograph 20 - View showing tree limb impact damage to the roof shingles positioned south of the area that was temporarily patched by the repair contractor. Photograph 21 - View showing the roof surface sags slightly near the tree limb impact area. Photograph 22 - View looking in a southerly direction showing the interior attic space of the home. Photograph 23 - View showing a distorted 2 by 4 roof rafter mid -span support purlin. Photograph 24 - View looking in a southwesterly direction showing the 2 by 4 roof rafter mid -span support purlin located at the west side of the ridge is inadequately supported. Photograph 25 - View looking toward the north showing the roof framing located at the northwest corner of the roof. This photograph also shows the roof rafter mid -span support purlin installed at this location is a 2 by 6 member. Photograph 26 - View showing the central north area of the attic. Photograph 27 - View showing the fractured 2 by 6 roof rafter positioned approximately 8 feet south of the original home north exterior wall. Photograph 28 - View showing the fractured roof sheathing located near the tree limb impact area. The roof sheathing is comprised of 1 by 8 and 1 by 2 sheathing boards which are covered with a layer of 3/8 -inch thick laminated veneer plywood. Photograph 29 - View showing the fractured 2 by 6 roof rafter positioned approximately 4 feet south of the original home's north exterior wall. Photograph 30 - View showing the fractured 2 by 6 roof rafter positioned approximately 6 feet south of the original home's north exterior wall. Photograph 31 - View showing the central gable wall stud was cut to accommodate a gable vent. Photograph 32 - View showing there appears to be no positive connection between the north gable wall studs and the northernmost roof rafters. Photograph 33 - View showing the fractured 2 by 4 roof rafter mid -span support purlin. This support purlin is located east of the roof ridge. Photograph 34 - View showing the roof framing located at the north gable wall of the original home. Photograph 35 - View showing a layer of 3/8 -inch thick laminated veneer plywood was installed over the original roof sheathing boards. Photograph 36 - View showing the 2 by 4 gable wall stud that was cut to accommodate the gable vent. Photograph 37 - View showing a fractured 1 by 8 sheathing board located at the central east area of the attic. There is no evidence of tree limb impact damage to the roof framing at this area. Photographs 38 and 39 - View showing one of the roof rafters is fractured at the location where there is a lateral offset in the roof ridge near the masonry chimney. Photograph 40 - View showing the mill stamp located on one of the 2 by 6 roof rafters that indicates the member is No. 1 grade material. Photograph 41 - View showing the south gable wall includes a gable attic vent. Photograph 42 - View showing a butt splice in the 1 by 8 roof ridge board located where two opposing roof rafters align on both sides of the ridge. Photographs 43 and 44 - Views showing the hip beam located at the southeast corner of the home that bears on the deflected 2 by 4 roof rafter mid -span purlin. Photograph 45 - View showing minor distortion to the roof gutter near the tree limb impact area. tr x �ttlt � K '+ N .. `' .tea —s � 1 • t a -ti J a t ' 4 r .. `' .tea —s � 1 • t a -ti J a a M Ik` ...V _ N Cd w clq (d S -i b,0 O O a t - N t— (Y) LO M cF 'C s., N O c� bA O O x a Ll- � U ('7 LO N U O N Q o N b. M x w M N O Sti bA O O ,S a N I - co O N c+� Cd 'O CTl 00 N O W O O a N t— M LO O N co 75 cd cd 'L7 G. we z I 1 O N M cd w 0 M O m by O O a N I - co LO O N M cd "7 . r+ ON N O t bio O O a N t - M N O N M Cd w N M O C bA O O ,Sl a N t - co N N O N M c� cd fs, M O Cd t O O In t - N L— co L It M O Cd bA O O a N N M LO O N Cd Cd w Cl) M O 41 cd bA O O 4 a N Ll - co LO 0 M O s, bA O O a N t - Cf) LO O N w O O Cd bio O O 4 a N N M !i N O S1. (d bA O 4- O 4 a N t - (Y) LO N O N cy r -al cd ii E Date: 111�1-�-Ie)ll-�-- Plan #: Permit #: City, State, Zip Contractor: IIII Contractor License #: 0 Sub Contractors: -- I Plumbing City License #: Mechanical City License Company Company: Plan Review (due at time of submittal): $ Sq, Ft,/L.Ft added: Squares BTU's - Gallons _ Amps BUILDING DEPARTMENT COMMENTS: Reviewer: FIRE DEPARTMENT:: 0 approved w/ comments 0 disapproved 0 no review required Bldg Valuation: $ INSPECTION RECORD o ccupancVrrVpe 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,1he following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Heating (Underground) DON POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic I Weatherproof / French Drain Sewer Service Lines Mechanical Water Service Lines YUOK N V UUNGKC I C CONCRETE SLAB FLOOR Electrical (Underground) FINALS Electrical Plumbing (Underground) Heating (Underground) DON POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath / Wall tie I Mid -Roof Electrical Service Mechanical Rough Electric Rough Plumbing Gas Piping Rough Mechanical ABOVe INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDIN Framing .%nsulation „ rywall Screw ;. OCCUPANCY NOT PERMITTED_ UNTIL (ERTIFIGAI t VI Vk.k1url+ I I� PROTECT THIS CARD FROM T1 tt= oVEATHER FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING &ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPE Parking & Landscaping CTIONS. ` "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A — CERTIFICATE -OF- OCCUPANCY- IS-ISSUED.— FINAL– INSPEGTTON -BY- THE- BUILL?ING-D1VISJOIH DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. ;. OCCUPANCY NOT PERMITTED_ UNTIL (ERTIFIGAI t VI Vk.k1url+ I I� PROTECT THIS CARD FROM T1 tt= oVEATHER ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M / L) Job Address: 40 rf 1,=L 1 Permit Number: t) 3 5 ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-insp ction at 303-234-5933 Date: -2j - G Inspector: DO NOT REMOVE THIS NOTICE I ~oF""E?TR City of Wheat Ridge Building Division m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ` Fax: 303-237-8929 o Inspection Line: 303-234-5933 O<ORPO Building Permit Application Date: Plan Permit Property Address: / 665~,, fP i q , e ,V r Property Owner (please print): A2r H kz r/1,it ok e y Phone: Mailing Address: (if different than property address) Address: City, State, Contractor: (fa kg 4 Ikrl/ /lt d ~r~ /3y BeQ'- yr Contractor License Phone: 7/~ •s • y 5~ 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: 143 Description of work, (as calculated per the Building valuation Data sheet) /,vi- l fi fr/" . yu, Plan Review (due at time of submittal): $ 3~ ~n C9 err C, , 0, AV,-0rt ~ Sq. Ft./L.Ft added: Squares , `/r BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. / _ CIRLCE ONE (OWNER) (CONTRACTOR) or !ERSOOAL REPRESENTATIVEOWNEk (CONTRATOR) PRINT NAME: C-4ac G SIGNATURE: -P. Date: DEPk1~RTN(EIITUSE ONLY , 'ZONING COMMENTS . Zoning-., Reviewer. ` - - PUBLIC l!JORKS COMM NTS Reviewer; _ T n BUILDING DFPARTME~7TCOMMEfl$S ; 1 OCCUPANCY ~ ' '172ewewer k ~ t(tE oEP:i,RTMErT approyetl av/ cpmments ❑ disp`Rroved E1 no fewer requited' Bldg Valuation: $ !" "'<"'1',,..,,(1, "_w',,,, .Ill! ",.JII).."..,.UI.,;IIIk...(wr _,. ",,".jUl!IllA..II_~' City of Resident" I Plumbing PERMIT -070385 PERMI'):' NO: JOB APDRESS: DESCRIPTION, 070385 4069 FIELD DR 1" black pipe fr m meter to ISSUED: EXPIRES: pool heater distance 04/30/2007 10/27/2007 of 48' *w* CONTACTS ..** 303/421-3572 303/204-6300 Willi m Buras Lokey Hamilton 01-7865 Lakeside Heating & A/C gc owner ....PAJ;<CEL INFO ZONE CODE: S~DIVISION: ** UA 0284 USE, BLOCK/LOT#: UA 0/ pe;rmit Fee Total Valuation Use Tax **-TOTAL ** ESTIMATED FEES 58.34 .00 21. 60 79.94 PROJECT VALUATION, 1,200.00 ....pEE SUMMARY ** Ifi:;i] Cp1ll1'l\ents: subject to field inspection Ih~~eby certify that the setback dista o~iri4nces, rules or regulations of the ~a4B,~ements shown, and allegations mad application and that I assume full reap appl' able Wheat Ridge Ordinances, for ces proposed by this permit application are accurate, and do not violate applicable City of Wheat Ridge or covenants, easements or restrictions of record; that all are accurate; that I have read and agree to abide by all conditions printed on this nsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other rk under this permit. Plans subject to field inspection. date ,. This permit was iss~ed in accordance with the provisions set forth 1n your application and is subject to the laws of the State of Colorado and to the zoning egulations and Building Codes of Wheat Ridge, Colorado or any other applicable ,Q~dinances of the City. Th1s permit shall expire 180 days fr m the issue date. Requests for an extension '~te. An extension may be granted a the discretion of the Building Official. If~thi8 permit expires, a new permit may be acquired for a fee of one-half the a ch~nges have been or will be made i the original plans and specifications and a exceeded one (1) year. If changes ve been or if suspension or abandonment exc be::pa1d for a new permit. 4. 'N~work of any manner shall be done flow of water C S. C~tractor shall notify the Bu11din Inspector twenty-four (24) hours in advance written approval on inspection card before proceeding with successive phases of T~ issuance of a permit or the app oval of drawings and specifications shall nc an approval of, any vio ation of th provisions of the'building codes or any ott All plan review is ect to field nspections. CITY OF WHEAT RIDGE 85/84/87 11: 48 A" cdb ,. 2. G. lakeside heating Signature of Chief date RECEiPT HO:C823515 BPSP I" black pi pe frOI I 878385 Perlit Fee Use Tax A"OUHT 7S.S4 PAY"EHT RECEIVED CK 8488 TOTAL 58.34 21.68 R"OUHT nS4 n.S4 I:NSl/BCTION REQUEST LJ:NE I REQUESTS MUST BE MADE BY BUILDING OFFICE: DAY FOR INSPECTION COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303.234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Property Owner: II/! {Y)o' /}a-JJ Lo /{ ~ ~) Property Address: '-1-0 (, '1 r::.. <. I d P f<- . Contractor License No.: 0/7f}h'5' Company: LA...1<.e.~ ,d..- H...,,,-hN ~ "- (>,.1 c. Building Permit Number: Date: Phone: 3D 3 - :2 0 </- {,30{) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 303- tJ'))-357~ Buildino DeDt Valuation Figure: $1d.CJO . 92. I hereby certify thai the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record; that aI measurements shown. and aUegations made are accurate; that I have read and agree to abide by all conditions printed on this appHcation and that I assume full responsibility tor compliance with the Wheat RH1ge Building Code (I.B.C) and aJl other appJicab6e Wheat Ridge Ordinances. for work under this permit. Plans subject to fiekj inspection. IOWNERXCONTRACTOR)'SU3NEO'-71~"" :5. ./t{~DATE (OWNER)(CONTRACTOR):PRINTEO DATE Value:S Permit Fee:S Plan Review Fee:S Use Tax:$ Total:S Use of Space (description): Description of work: In/.:; / ,n < I.. 13/" (/( 'j':' S p, pc... F r ~ ~ +v Pool h.e '~'L/ D,>+",,,,C<.. ~ cf s ' Sq. Fl. adcl9<l BUILDING DEPARTMENT USE ONLY SIC: Sq,Ft: QNING COMMENTS: Approval: Zoning: 3uILDING COMMENTS: Approval: "vsue WORKS COMMENTS: Approval: IRE DePARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in your appftCation and is subject to the laws of the State of Cok:wado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other appticable ordinances of tile City. This permit shall expire if (A) the work authorized is not commenced within sixty (90) days from ~ue date or (8) the building authoriZed is suspended or abandoned 10' a period of 180 days. If this permit expires. a new permit may be ac::quired for a fee of one-half the amount normalty required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has nol exceeded one (1) year. n changeS have ~ or n suspension or abandonment exceeds one (1) year. full fees shall be paid for a new pennit. No work 01 any manr_ shall be done lhal will change the natural _ 01 waw cauolng a drainage ~. Con1rador _ nolify !he Building In5pe<:lor twen1y-four (24) hour> in advance for all inspections and shall receive wrillef1 approval on inspection card _ proceeding wilIl successive phases of tile job. The issuanCe of a permit or the approval of drawings and specification$ shaft not be construed to be a pennit for, nor an approval of. any Yiotation of the provisions of the building codes or any other ordinance. law. rule or regulation. All plan review Is subject to llekllnspectlons. (1) {2l (3) r.hip.f Ruildina Official Friday, August 9,2005 SIGNED DATE Page of 6 be constroed tobea permiHor, nor lin approval of, any viollltiimoftlie No ",ork ofany manner shall he donet~atwill Change.the~aturaln(iw~fwaler causing a drainage,p~obleni. Contractor shall notify the Building Impectoctwenty-four (24) hours in advance for all insp~cllons and shall. receive written approval on inspection eardbefore procecdingwitbsu~essivephases<!fthejob. 4 Iflhis perniit e:\:plres, a new permil 'may be acquired for a fee ofon~halfthe~ount.nornially required, provided no changes hav~been,or willbemade_in original plans and speclficallons and anysuspenslonocllhandonment has not exceeded one (1) year. Uchanges are made or ,ifsuspension or abandonment exceeds one (1) yearjfull fees shallbe paid for a new permit. Thispennit shall expire if(A) the workauthorized abandoned for a perlod,of 120 days. This pennit was issued hi accordance with the provisions setforthiri your application and is stibjeci 10 the Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances, of the City. not commenced within sixty (60) days from issue date or (B) the building authorized :uSpendediir b. laws ofihe Stitte of Colorado and to'the Zoriing SIGNED DATE Roof:. I hereby cel1i!y'th'st the setback distances proposed by this perniit ;application are acc~ate,and do mit vlolateapplicableonJinances, rulesorregulatioits iifthe,Cityof Wheat Ridge or covenants; easements or restrictions ofrecoi'd; thllt all measucclDt.nts shown, and allegations made are accurate; that I havecelld and agree to abide by all conditions printed ontbis application, and that Iassume fun resl'onsibllity for compliance with the Whellt Ridge Building Code (U.B.C.) and all other applicable Wheat R,ldge o.J'din~nces,fO?}ork uusler this permit. 1/~'Ac4 Units: Qccupancy: Walls, Stories: Sq Feet: Ci~ of 1J,"pe''C dQePRESCRIPTlVE ENERGY BOIL. , fURNACES A MINIMUM OF 90%AFUE GAs WA1TIEATERS A MINIMUM OF .60 ENERGY FACTOR ELECTRIC.WA'! ~R HEATERS.A MIN.IMUMOF ,93 ENERGY FACTOR SETBACK THERMOSTAT REQUIRED (EXCEPT HYDRONICHEAT) R-2l WALLS.. R-38 C.EILlNGS . R.19CRAWLSPACES o IFEES I I I IFees IDue IPaid I luse Tax 1$144.00 1$144.00 1 IPermit Fee 1$199,30 1$199.30 I ITotal Fees 1$343.30 1$343.30 I 1 1 I I ICONTRACTORS I I 1 IName ILicense # IPhone I ILakeside HeatinQ & AlC 117865 1000421-3572 1 Description Install new 3,5 ton R41OA-13 Seer Ale. OWNER: PROPERTY 4069 Hamilton Lokey (303) 204-6300 Field Dr Residential Unit: Mechanical Building Permit CITY OF WHEAT RIDGE 7500 West 29TII Avenue Wheatridge, CO 80033 303-235-2855 303-234-5833 Inspection Line Permit Number 191J8 8/19/2005 .. -~'-'?.. .:- 'C - " u ~ C'Ol.OR"tA COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION UNE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033. (303-235-2855) APPliCATION Building Permit Number: Date: Property Owner: /lllm. I/z; n Lo/(e'l Property Address:-'lab 9 N e > d De., Contractor License No.: /7B6S- Company: I.-"Kes.r!-e )/E)4/,/)'} ,Ale- Phone3D3' -,,;)O'/'- &300 Pbone~ '-'/;(1-.:357.;2.. OWNER/CONTRACTOR SIGNATURE Of' UNDERSTANDING ANO AGREEMENT Buildina DeaL Valuation Figure: $ flOOr? '2!:? 1 hereby certify thai the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances. rules or regulaOOnS of the City of Wheat Ridge or covenants. easements or restrictions of record; that aI measurements shown. and aMegations made are accurate; that 1 have read and agree to abide by an conditionS printed on thls application and that I assume full re$pOf'lsibiiity fOl compliance with the Wheal Ridge Building Code (L8.C) and all _ applicable Wheal Ridge Ordinances. for work under this permit. ~ns subject to tiek' inspection. IOWNER'CONTI<ACTOR)SIG"";~""'{"'<" 1'" <.A/r/ /./1 DATE g '/f1-t')' (OWNER)(CONTAACTOR):PR1NTEO DATE Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ Use of Space (description): Description of work: //\/SI7t// N.ew 35' m/1 1C<//D.!1 /3Sc-?=:e A/C!..... luG5ft!c H+'e /0 lIook'-';P II/~ ~t<.)/#1 JJuC7(.uo1Z Sq. Fl. adcMd BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: lzONING COMMENTS: Approval: Zoning: 3uILOlNG COMMENTS: Approval: >u8UC WORKS CoMroENTS: Approval: IRE OEFARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No:J( 31 3 Z. 0 Company: w53k<.J G'/-ecf;tuc Expiration Date: Approval: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: (4) (5) 161 Thio permit was _ in accordonoe with the povvioions set forth in your application and is subject 10 the laws of the Stale of Colorado and 10 1IMt Zoning Regulations and Building Codes of Wheal Ridge. Colorado or any _ oppficabIe on:fonanoes of 1IMtCily. This pennit _ e><pire W (A11IMt wort< lIUlhorized is _ commonood within sixly (90) days from issue dale or (B) the building authorized is ...-- or __ for a period of 1&1 days. If this pennit 8lCjlIres. a _ pennit may be ocqu1red for a fee of one-hoIf 1he amount normaJty required. provided no d>anges have been or wiI be"- in 1he originoI piano and speciIi<:olions and any --"""" or _ has nol exoeeded one (1Iyur. "~__orW--' Of _.""""'_one(11_. IuD __be paid for a -permit. No wort< of any __ _ be done 1hal wiI chango the _ _ of_ c:auolng a drainage~. c....._ _ nolIIy the Ill-.g Inopedor -.ry.IDur (24) hoIn in __ for.. i1..........~ _ _ receive written __ on ..__. cord __ .._00 -........- pl-.of1lMt job. The _ of a permil or the 8ppnwaI of ~ _ opecll\catioI.. _ _ be ~ 1D be a penn~ for. nor an approval of. any _ of1lMt provi.o.. of the building c:odeo or anyOlher Ofdinonoe. law. rule or __. All pion ~ is subjed to ftekt mJlI dlona. (1) (2) (3) Chief Building Official '""""''''''''''~~'1'"""~~~~,~,U~~l,~",J'''?'''''1''T9!~~.,I.~~,.~",,,'''1",,,,,,~,",,,,.,,,,,,p,.,,,,,,,,,,,,,,~,,,,,,",",,,""""''''',,,''''""'~! I;lEPAR1MENT OF.PL.A~ AttQ~Q_N1 Building Permit flWlJIbet.: 95.1449 . EIOQ.DING INSPEcnOM.DIV_N.2$J.J8G6 . ~ CITY OI9~T m* DetIil:712Ol95 7500 WE$T 28TH A~ewe WHEAT A,IDGE, C080UI Property Owner:i LOKEY HAMIL fON Property Address: 4069 FIELD DR Contractor License No. : 17079 Company: i Tumer Morris, loc, PhOne: 423-3383 Phone: 220 1385 OV\IlIIEl!lICoNTRACTOR SIGNATURE OF UNDERSTANDING 00 AGREEMeNT I ~.c;IIrllfylhl!lll1. oetllackdlstanco. ~ by..peImIt~i"'_"" a!llldli\lOl~~":~t"=;'l:.a~~~~~~=.. ..~lhatlhavereed~ i ....to$bldea/l~JlIIilIM~~18 ,~\hIt I .....""' full ~ for com "",,,1he__1!.kflla_lng ;e,"C.)~allalher . ord I\)'._undlllt<llifj. (~CON'tRACTOR) SIGNED "DA ~~ QescljpIion : REROOF Con8Iruqtion ValUe : PermltFee: Plan Review Fee : Use TIIx ; 'total : $9,432.00 $117.00 $0.00 $141.48 $25&.48 BUILDING DCPART"MENT USE ONLY Approval: Occ\ipancy : Walls: Roof: Stories: Residenll8I Units : E~ License No : Coll1pany : Plumbing Libllnse ~.".: Company: ;C,,'" "ChaniCll/ Uceitse No : Company : Expii'ati9n Date : ApfJI:oval: . expiratiOn Date : Approvlll : . Expiration D<<te : Approval : . ~; ,...... ';.,~,.. , (f) '"_':t~=-~~"~::~~~I==ci~-orttie""_~~lllM~ (~ r 'pIlI'IIlII'ho1Iexpire~~"'WOI1<:llUIh<iItitdlsnot"'m,,1OIiood ..~(80).- .....!l!''(8)... ~ ~"*'lIlIQlpondOd'" ~). 'mr:=.~~~beOCq\llledror.oleo. OIor1O-hd..........".".,.oyI8qUilell,IIII>\4ded..llC>'*"'-_.... .....!l!'\II!IlIbeJ..~~ ...~...... 0IllI0IllI1I!'Y""""'. or 1I!rer>dOn_llunot~_(l)~,. 1l~.... iflid4t'<l!'...........-'" ___",-" ,<lliilOodI_m_."'.__bePlll!ltbte__ .. ..,. . . . ' <.l '.Nl>WOI1<OI8ny__bed<m....h1ltl!lltsnllelhOll8\Ill8I~or....~.~........' . '. ." ($);~~~...IluI_=~r(24).'*"-II\~(Qr_~lIild""'~_~....~..QInI- .. 010 ort~~~._~be--Wbe.~ror._M~QI.~_d..~ Building Inspector . For Mayor . THI$ PERMIT VALID ONLY WHEN ....IiIVn.Ec;...IiIU....;Qf.C1'()ftANl).,ItlVOtt CALL: 234-59S3 24 HOUMPRIOR TO ~ ' DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7 - :20 - Ct t7 7500 WEST 29TH A VENUE WHEAT RIDGE, CO 80215 Property Owner: /) r, I-i ~1 "" : I }-,-,'1 Property Address :Lf 0 6 cl F, ~ / J {) (' Contractor License No.: I 7 (/ '7- ? Company: I c. n 11 '--f e/ll <.T_ o/e,€', ;, L 1-:."'1 Phone: LI;;! > '- 5~Y .5 / jNC, Phone: > Z b - 7 0/ z.. S~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Of 'f 3 2 - I hereby certify that the setback distances proposed by this permit application are accurate, Permit Fee: and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that alt measurements shown, and allegations made are accurate; that I have read and a~ree to abide by all conditions printed on this Use Tax: application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U,B.C.) and all other applicable Whea.t Ridge~rdin ces, for work under this permit. c:::> -' Total: (OWNER)(CONTRACTOR) SIGNED )I t/'7"-, "1J~~_ DATE ~/.2c /~ ,- Description: lC""c, , '" (r c,/"d:" s. / J" ~;/ j?/)' ,-".<_,j '!;!, <'.-; 141'; I {;' II- BUILDING DEPARTMENT USE ONLY t- CiSplu, / I- 54;1.~5 Approval: Approval: Occupancy: Walls: Roof: V Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: "II -"~llI.I!IllJili! JillI1n.', . . "Wit' Expiration Date: Approval: ..I ~1IlI,IID!lI!!I!ll. .1 Expiration Date: Approval: !II *. (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildin~ Code of lNheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expIre If (A) the work authonzed 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. . 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 origmal plans and specifications 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. N'o 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 aU inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The iss~.i a~~. of a permit or the appro.val of drawings and specifications shall not be construed to be a permit for, nor an approval of. any violation of the provisions of the b7'j.9 codes r any other ordinance. law, rule or regulation. I , (4) (5) (6) Chiej UI ing Inspector For Mayor {HIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234.5933 24 HOURS PRIOR TO INSPECTION