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HomeMy WebLinkAbout12525 W. 32nd AvenueCity of �Wheat�idge COMMUNiTy DEVELOPMENT TO: Accounting Department FROM: Meredith Reckert, Senior Planner DATE: July 25, 2018 SUBJECT: ESCROW REFUND / RELEASE Request for Release Reimbursement is requested for funds from G/L Account 01-356 in the amount of One thousand five hundred dollars and zero cents dollars ($1500.00) being held for grass seed establishment for property located at 12525 W. 32"d Avenue. The landscape improvements have been completed to the City of Wheat Ridge's satisfaction. MAKE PAYMENT TO: Pioneer Group, Inc. SEND TO: Joe Von Stein Pioneer Group, Inc. 925 W. Kenyon Avenue, Suite 2 Englewood, CO 80110-3471 Kenneth Johnstone Community Development Director City of Wheat Ridge Commercial New Struc PERMIT - 201700758 PERMIT NO: 201700758 ISSUED: 08/15/2017 JOB ADDRESS: 12525 W 32nd AVE EXPIRES: 08/15/2018 JOB DESCRIPTION: 9 -MPD fuel station with 202 sf kiosk (manufactured and state approved) with a metal canopy *** CONTACTS *** OWNER (303)778-3134 REGENCY CENTERS LP GC (303)789-2177 Joseph Von Stein 120068 Pioneer Group SUB (720)882-6442 Immanuel Anderson Berrane 140278 Golden Valley Electrical, Inc. SUB (303)364-7536 Edward L. Jones 019972 Lee Huddleston Plumbing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 1 / Commr Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 100,000.00 FEES Total Valuation 0.00 Plan Review Fee 735.83 Use Tax 1,800.00 Permit Fee 1,132.05 ** TOTAL ** 3,667.88 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. All parking and driving areas shall be in conformance with Section 26-501 of the Zoning and Development Code. Dumpster or trash storage areas must be screened on all sides visible to a public street or to any single -or two-family home within 100 feet. A gate may be required in order to meet screening requirements. Dumpsters shall be located on a hard surface that is paved with concrete or asphalt. Paving shall extend around the dumpster area such that any trash truck servicing the area is also on pavement. The zoning inspection for a dumpster inspection will not be approved until paving is complete. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination is not visible from adjacent properties and streets. ANSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge-co-us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type f 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 Initrals Pier - Concrete Encased Ground (CEG) ;� �`� il'i Foundation / P.E. Letter l - r:n KIM Pniiir C'nnerato PAKr TA Annrnval [It 1 ne A130VP insnectlons Underground/Slab Inspections Date N/A I � �T.7 \ R��T.rf� i � �-fT7Ttl7i. rT:�.T'i a] f^•1T,�7/ I i�.'1 Fl 7���GTii 717C•Ti G7_ • • �rii�Y.l l�j i � �L�G1 �Z•]�ta Ri-'i �I�•i �I [•] 1 E-� Rough Inspections _ Wall Sheathing -Roof Inspector Initials Comments at'/ Wail Tie aLi: f��hl `� •' 1 "� Electrical *Inspector a �'"7 T/A � 17Sewer Service�l / t_ 4 t` , •t t ' ; t Plumbing _ N/A I � �T.7 \ R��T.rf� i � �-fT7Ttl7i. rT:�.T'i a] f^•1T,�7/ I i�.'1 Fl 7���GTii 717C•Ti G7_ • • �rii�Y.l l�j i � �L�G1 �Z•]�ta Ri-'i �I�•i �I [•] 1 E-� Rough Inspections _ Wall Sheathing -Roof Date Inspector Initials Comments at'/ Wail Tie aLi: f��hl `� •' 1 "� '- 0K _ -Rough Electric i Rough Plumbing/Gas-Line /Gas Line 9 9 Rough Mechanical � � •l � - ; .` j <r'l le ib' .'> �2:_ 1 , I -� I t_.�jL Ito - v�:� Rough Framing Rough Grading t. Insulation `,:�✓ Drywall Screw / Nail Final Inspections Date Inspector Initials L Comments —� _ Landscaping & Parking i Planning Dept. l .l ( 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. r '� ' J 3 !� , " Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. j S I , Final Electrical `Final Plumbing inal Mechanical %I , j Roof.245,/ 4 Final Window /Doors Final Building ;' �I�� , 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 tnat rougn inspecuons are compieteu irUrn ale rife visawe dtlu UlUUMUdI JUVN VU Ldyt; by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge a Commercial New Struc PERMIT - 201700758 PERMIT NO: 201700758 ISSUED: 08/15/2017 JOB ADDRESS: 12525 W 32nd AVE EXPIRES: 08/15/2018 JOB DESCRIPTION: 9 -MPD fuel station with 202 sf kiosk (manufactured and state approved) with a metal canopy 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 tonclude all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this"jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. � �.� �� �� �� �f�� ` � � � � tic-�-c.., �' < _�. �� City of Escrow/Letter of Credit ... Wheatf�,' Transmittal Sheet COMMN UNITY DEVELOPMENT An escrow agreement has been executed for the installation of grass seed around pond at 12525 W. 32nd Avenue. The escrow is in the amount of One thousand dollars and zero cents ($1500.00) for installation of grass seed around pond. The above amount is to be held in escrow for: ® Landscaping and parking under Planning & Development: ❑ Street Improvements under Public Works: ❑ Other: Escrow expires June 1, 2018 The escrow shall be held by the City as reimbursement to offset cost to City for completion of site work. Notes: Name Date City of OMWheatll - Md MNT Landscaping Escrow Aereement This agreement made this 14' day of December 2017, by and between the City of Wheat Ridge and Pioneer Group, Inc. for escrow in the amount of One thousand five hundred dollars and zero cents ($1,500.00) being held by the City of Wheat Ridge until landscaping is competed at 12525 W. 32nd Avenue In the event that the installed grass seed does not germinate and grow by July 1, 2018, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said improvements. The only precondition to the City's right to withdraw the funds for this purpose shall be a letter from the Community Development Director, stating that the improvements have not been completed or provided and that the compliance date of June 1, 2018, has expired. Approved and Agreed: Signature Pri t am f X17 t`� 7 Business Add ess / 7j Date Title City of Wheat Ride Colorado By: Title: Date:/ 2 - / L4 - 1 :- H o b ro a. 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N o H �"� O V W m b ro o U A U W � O u r -I r -I O ` ro � .0m N aa)i a w 0 0, i ;~ w A 44U Id 44 O O 'w A F/ w a) w U � i'r W OD u a m RC w J. p t0 ro N VLn w x u u > ro E5 .14 w a A 0 O 0 a z E O o ., Id a10 CIA ww r - o a 41No V. u N a > o ro y w N O z at q b w H as ro y u a vNi m H v u J -H44 d z a a a° a N W A rI ° 0 a o m 14 ° y .d rl ro u d> a H N ab w "i u is N a m V a s w H U) O N ro 0 o a ro" v 04 i 04 H a ro O U W p, p0, O a o U N VA V-"-' � "�ISPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date InspectorCommentsComments u, Concrete Encased Ground (CEG) %`� c. �' �d %' ,2 C%/Z e r v< -A Foundation / P.E. Letter Ijo Not Pour concrete l�:;f" ur 10 Annroval Ut The Above Insnectinnc Underground/Slab Inspections Date Inspector Inspf Comments ni Is -41 Electrical 64 - kOtt!//t L It/l/17 `e9 '111 Sewer Service 1; l Plumbing / "? •` / 3 k .� ' Do Not Cover Underaround or Below/In-Slab Work Prior To Annroval Of The Ahnve Insnpctinnc Rough Inspections Date Inspector Initials Comments Wall Sheathing Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage ROW & Drainage / Public Works Dept. / "? •` / 3 k .� ' Mid -Roof Lat\=/Wall Tie 10-tLU4iWz- 'Z •1, 11 i - '( I ough Electric Fire Inspection / Fire Protection Dist. -� Rough Plumbing/Gas Line t r / , " �.'., t t t, ;v i° — � -^^ Z�M I✓`��jC . Rough Mochanical Final Plumbing _ , j ` Rough f=raming Rough Grading Final Window/Doors Insulation Final Building ✓//1v �t Drywall Screw / Nail 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. Final Inspections _ Date Inspector Initials Comments Landscaping & Parking / Planning Dept. ♦ / +{ l -4-4t Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage ROW & Drainage / Public Works Dept. / "? •` / 3 k .� ' Floodplain Inspection (if applicable) inspections call 303-235-2861. For fire inspections Fire Inspection / Fire Protection Dist. >° contact the Fire Protection District for your project. Final Electrical Final Plumbing _ , j _— Final Mechanical Roof Final Window/Doors Final Building ✓//1v �t 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. --r-or iow voltage permits - riease t:e sure tnat rougn inspections are completes trom the Tire uistnct ano electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge *** Commercial New Struc PERMIT - 201700758 PERMIT NO: 201700758 ISSUED: 08/15/2017 JOB ADDRESS: 12525 W 32nd AVE EXPIRES: 08/15/2018 JOB DESCRIPTION: 9 -MPD fuel station with 202 sf kiosk (manufactured and state approved) with Immanuel Anderson Berrane a metal canopy SUB (303)364-7536 *** CONTACTS *** OWNER (303)778-3134 REGENCY CENTERS LP GC (303)789-2177 Joseph Von Stein 120068 Pioneer Group SUB (720)882-6442 Immanuel Anderson Berrane 140278 Golden Valley Electrical, Inc. SUB (303)364-7536 Edward L. Jones 019972 Lee Huddleston Plumbing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 1 / Commr Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 100,000.00 FEES Total Valuation 0.00 Plan Review Fee 735.83 Use Tax 1,800.00 Permit Fee 1,132.05 ** TOTAL ** 3,667.88 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. All parking and driving areas shall be in conformance with Section 26-501 of the Zoning and Development Code. Dumpster or trash storage areas must be screened on all sides visible to a public street or to any single -or two-family home within 100 feet. A gate may be required in order to meet screening requirements. Dumpsters shall be located on a hard surface that is paved with concrete or asphalt. Paving shall extend around the dumpster area such that any trash truck servicing the area is also on pavement. The zoning inspection for a dumpster inspection will not be approved until paving is complete. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination is not visible from adjacent properties and streets. City of Wheat Ridge s Commercial New Struc PERMIT - 201700758 PERMIT NO: 201700758 ISSUED: 08/15/2017 JOB ADDRESS: 12525 W 32nd AVE EXPIRES: 08/15/2018 JOB DESCRIPTION: 9 -MPD fuel station with 202 sf kiosk (manufactured and state approved) with a metal canopy 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 partes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying dans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po icies 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 m requireents, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this ' risdiction. 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. i CITY OP°WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: AcA— FN . f-�ifc.T tom Job Address: 1 a 5 VI), Permit Number: cX)j%0%C-�� c ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call-forrre-inspection at 303 -234 - Date: 1-2-64/64- nspecto,r-�_",L_ Z DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION N )' p Inspection Type:. � r 7 Job Address: `- Permit Number: �­, o 1 -7 o0 ❑ No one available for inspection: Time d wM Re -Inspection required: Yes /No ,r When corrections have been made, call for re -inspection at 303-234-5933 Date: • /�",f• / 7 Inspector: �Cyv DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 9 ( 1 Job Address: 12 S 2- j,/ 1 5 Z Permit Number: 0 / C) ❑ No one available for inspection: Time i _ AIj'Ipm" Re -Inspection required: Yes No 11�When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 Z Inspector: (kA-.A— DO kA-.A - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F6�1 Job Address: ISE jr7 b/' 32 n Permit Number: 22% ❑ No one available for ins on: Time a� AM/PM Re -Inspection required: Yes No When corrections have been ade, call for re -inspection at 303-234-5933 Date: i i Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Miscellan PERMIT - 201706949 PERMIT NO: 201706949 ISSUED: 09/05/2017 JOB ADDRESS: 12525 W 32nd AVE EXPIRES: 09/05/2018 JOB DESCRIPTION: Permit for irrigation for new landscape at new King Soopers fuel center. Existing backflow. 825ya by others. The project involves new main line, central wire valves, sprayheads, and drip irrigation. *** CONTACTS *** OWNER (303)778-3134 U S RETAIL PARTNERS LLC SUB (303)356-4057 Bee -Line Sprinkler, Inc. 140037 Bee -Line Sprinkler, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 1 / Commr Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,000.00 FEES Total Valuation 0.00 Use Tax 378.00 Permit Fee 331.10 ** TOTAL ** 709.10 *** 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 MOWNERo and am authorized to obtain this permit and perform the work described and approved in conjunction with this permrt. I ally authorized to include all entities named within this document as parties to the work to be performed a e fg ed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of TRACTOR (Circle one) 6ate 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writingand received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief 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 Offcial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. A roval of work is subject to field inspection. t Signature of Chief Building Official Date It REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat l dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(o)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 9 Plan/Permit # 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: 1267j_5 Owner Property Owner Email: T6)m A ia 4z=.r- rr,cfttL rn Mailing Address: (if different than property address) Address: 'On pr-, fIgc?) City, State, Zi Architect/Engineer: Li, /�oLt.kZL4 ArchitectlEngineer E-mail: utu.:w,441�ou �uUS>�w Phone: 3o377p,4, g� Contractor: 5 Contractors City License #:. ,)elA ,,., Phone: Contractor E-mail Address: hvie c42jh 1, co—,, 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 ❑ 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.) �✓�" '� 1 ; wl �v� �)L°it, �ol IV1�5c#41de -4 f)L'w %-\-,-J SOopc, ��d Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) t-- 1— OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on t�OR)!Lr tion. CIRCLE ONE: (OWNER) (CONTRAC(AUTHORIZEDREPR SENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): A DATE: —5 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: —//& 9 ' ?'V Job Address: le-�� 0)�- Permit Number: hI7oo7_5T ts P �! f it ❑ No one available for inspection: Time AM/FM 1 Re -Inspection required: Yes /No :,.:- When corrections have been made, call for e-i;7ctir7l on at 303-234-5933 Date: _/�'////7 Inspector: 0 Iit_�_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number:(/ r. c , Ala c) s ne- , A)K . ) e)I t %- ❑ No one available for inspection: Time `'1�. �MAl M Re -Inspection required: Yes (No,,) When corrections have been made, call for re -inspection at 303--234-5933 Date: Inspector: .��::'t �1=% 7' DO NOT REMOVE THIS NOTICE 1! i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: v O G Job Address: 12.525 V✓,32 "� A �r Permit Number: ZO) '7 00 7.5,? ❑ No one available for inspection: Time to =, Re -Inspection required: Yes Mol When corrections have been made, call for re -inspection at 303-234- Date:- , Z I F/ /% Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Miscellan PERMIT - 201706949 PERMIT NO: 201706949 ISSUED: 09/05/2017 JOB ADDRESS: 12525 W 32nd AVE EXPIRES: 09/05/2018 JOB DESCRIPTION: Permit for irrigation for new landscape at new King Soopers fuel center. Existing backflow. 825ya by others. The project involves new main line, central wire valves, sprayheads, and drip irrigation. *** CONTACTS *** OWNER (303)778-3134 U S RETAIL PARTNERS LLC SUB (303)356-4057 Bee -Line Sprinkler, Inc. 140037 Bee -Line Sprinkler, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 1 / Commr Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,000.00 FEES Total Valuation 0.00 Use Tax 378.00 Permit Fee 331.10 ** TOTAL ** 709.10 *** 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 MOWNERo and am authorized to obtain this permit and perform the work described and approved in conjunction with this permrt. I ally authorized to include all entities named within this document as parties to the work to be performed a e fg ed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of TRACTOR (Circle one) 6ate 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writingand received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief 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 Offcial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. A roval of work is subject to field inspection. t Signature of Chief Building Official Date It REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat l dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(o)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 9 Plan/Permit # 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: 1267j_5 Owner Property Owner Email: T6)m A ia 4z=.r- rr,cfttL rn Mailing Address: (if different than property address) Address: 'On pr-, fIgc?) City, State, Zi Architect/Engineer: Li, /�oLt.kZL4 ArchitectlEngineer E-mail: utu.:w,441�ou �uUS>�w Phone: 3o377p,4, g� Contractor: 5 Contractors City License #:. ,)elA ,,., Phone: Contractor E-mail Address: hvie c42jh 1, co—,, 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 ❑ 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.) �✓�" '� 1 ; wl �v� �)L°it, �ol IV1�5c#41de -4 f)L'w %-\-,-J SOopc, ��d Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) t-- 1— OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on t�OR)!Lr tion. CIRCLE ONE: (OWNER) (CONTRAC(AUTHORIZEDREPR SENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): A DATE: —5 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:UCT Job Address: Permit Number: 'ZO I`7()0'7 C' �n ❑ No one available for inspection: Time O SAM/PM Re -Inspection required: Yes No When corrections have been made, call for re' inspection at 303 -234 - Date: Inspector'._--- N* 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: s Job Address: P �✓� 3 0n vle Permit Number: 20 170 o ? ❑ No one available for inspection: Time/// i AM/PM Re -Inspection required: Yes (N)o When corrections have been made, call for re-inspection at 303-234-5933 Date: �� 7 Inspector: DO NOT REMOVE THIS NOTICE d City of Wheat Ridge Commercial Plumbing PERMIT - 201707499 PERMIT NO: 201707499 ISSUED: 09/21/2.017 JOB ADDRESS: 12525 W 32nd AVE EXPIRES: 09/21/2018 JOB DESCRIPTION: Commercial Plumbing System install linch RP for irrigation and Install 1 each linch stop and waste valve for RP *** CONTACTS *** OWNER (303)300-5335 REGENCY CENTERS SUB (303)233-7007 Torrey Cosgrove 017885 Lakewood Plumbing LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 1 / Commr Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,414.00 FEES Total Valuation 0.00 Use Tax 29.69 Permit Fee 60.50 ** TOTAL ** 90.19 *** 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.Backflow prevention device required. Inspection and testing of backflow prevention devices is required per 2012 IRC Sec. R2503.8. 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 perform an�th�atall rk to be perfor/�' isclosed in this document and/or its' accompanying approved plans and specifications. r� i p Signature of OWNER or CONTRAC cle one) Date 1. This permit was issued based on the on 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 plans 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 maybe required to be obtained. Issuance of anew 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 Bwlding Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. l a A Signature of Chief Building OfficialDate REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. _. City of W heat f dge t C�:1i\1l!itii1' D1` IL'VY,IcAii Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: FOR OFFICE USE ONLY Date: PIaNPermit # a')l f �� Plan Review Fee: 2 (), I Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. "** 4 Property Address: 1 , 6,zJ VV �Z,,7 Iyy' Propertv Owner (please print): kw1 (:t 4, Phone:'�� GA S Property Owner Email: Mailing Address: (if different tharnl property address) L20-0 Address: "I I� V �� C' 5t ON. State. Zip: 6 rw'1/7 lair -ba I! i 1 I /, (10 0 U I Arch itect/Ena1neer: Architect/Engineer E-mail: Phone: Contractor: 1dL i W A Vm h ad LL tom' Contractors City License #: % y Phom 733 Contractor E-mail Address: o f� U G La,iA9 VD0%A4i ha - o( V Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form `;COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materialsto be used, etc. i�q� i� f // 0 � ��� ;� on Sq. Ft./LF Amps el rLey IN P, V l Btu's Gallons Squares Other Project Val e: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) (A17TI10 ED PRESTIVE) of (OWNER)(CONTRAC O r' Electronic Signature (first and last name): J DATE: q ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ 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 Ut) LUmb Job Address: V-252,5 2 i% Permit Number: ` ,0l1 DO -1 5 t) ❑ No one available for inspection: Time UD`t`-t; / M/ M Re -Inspection required: YesNo When corrections have been made, call torte -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office o (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ?61 Job Address: 10'%5 2-5- !14 '13 gr? d _/� P Permit Number: '�'O/ 70 4 75-e, VJ/ Ll No one available for inspection: Time , me X/ AM/PM Re -Inspection required: Yes �Na When corrections have been made, call for re -inspection at 303-234-5933 Date: - P_//k_Inspector: I)IIMI-rH DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Sign PERMIT - 201708956 PERMIT NO: 201708956 ISSUED: 11/28/2017 JOB ADDRESS: 12525 W 32nd AVE EXPIRES: 11/28/2018 JOB DESCRIPTION: Commercial Sign Permit installing signs @ King Soopers gas station. Installing 4 logos on the canopy as well as 2 pricers signs. Installing 2 logos signs on the kiosk. Total sq ft for all signs is 152.7sgft. *** CONTACTS *** OWNER (303)300-5335 US RETAIL PARTNERS LLC SUB (303)781-0106 Jeffrey Peters 018700 Freeman Signs Co. SUB (720)882-6442 Immanuel Anderson Berrane 140278 Golden Valley Electrical, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 1 / Commr Vacant USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 21,900.00 FEES Total Valuation 0.00 Plan Review Fee 256.43 PAID Use Tax 459.90 Permit Fee 394.50 ** TOTAL ** 1,110.83 *** COMMENTS *** *** CONDITIONS *** Security lighting shall be utilized after 10 PM. No additional signage allowed on canopy, pumps or kiosks. No additional freestanding temporary signage allowed. City of Wheat Ridge Commercial Sign PERMIT - 201708956 PERMIT N0: 201708956 ISSUED: 11/28/2017 JOB ADDRESS: 12525 W 32nd AVE EXPIRES: 11/28/2018 JOB DESCRIPTION: Commercial Sign Permit installing signs @ King Soopers gas station. Installing 4 logos on the canopy as well as 2 pricers signs. Installing logos signs on the kiosk. Total sq ft for all signs is 152.7sgft. 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 performgd and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. .1 s —2S I Signatute of OWNER or CON RACTOR (Circle one) Date I, Thi 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 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 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 ar. ranting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable Bode o any ordinal�el" eguI ti .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. �L, City Of W heat Midge COM,v1UNtTY DEVELOPMEN C Building & Inspection Services Division 7500 W. 29`h 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: 9 f 7 Plan/Permit # / `1/ 76 Plan Review Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 252. w . 3Z' Q. vV� % (6D33 61 1 Property Owner (please print): U 5 Z6 1 'A_bANVS 1. Phone: Property Owner Email: Mailing Address: (if different than property address) Address: T-0 City, State, Zip: ` AVYktY\i C) i��— l Architect/Engineer: Architect/Engineer E-mail: Contractor: Contractors City License #: 1 Contractor E-mail Address: MC_ VA Sub Contractors: C. Phone: Phone:. l 'j r � -0 k CmQ Electrical: (AD*Ar\ v��l•� �""-" Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE SYSTEM/APPLIANCEREPAIR or�REPL C ENT OTHER (Describe) th .5, Vt V+ 1 (For ALL projects, please provide a detailed descr tion oMvork to be peo6rmed, 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.) Win`-- vWp C4) AWL C� OSS vie t� aS C2�yyicey,5-A\"`t k1t ny M 10d'05 t4 Y` O5k . ak cz-;\ -= 1,5 Z.:�- `51t. Sq. FULF Amps tSZ. Btu's Squares Gallons Other Project Value: ((Coonnt/r'a�ct value or the cost of all materials and labor included in the entire project) 11 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. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) CONTRACTOR or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) ------------ Electronic Signature (first and last name): DATE: o DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: �d4 Reviewer: BUILDING DEPARTMENT CO N� Reviewer: 2 Building Division Valuation: $ A/ �D i 3 2'-4- S-6" f 2•_4" S -6 -- HI -6" c �_ Nn�MgyFnY ZDOm'^aCt`mYii H a�s��-Z�NO =�= ZSe5�5o99CO Y'O" g�g V E III >�OD .•+>> n>qpqp¢ ^'�^OYZ2Zm_€ S s 1��]° ]�pk` � N ' SjGI�jj`II �� vTMO��Cn BS'y'e�YZO�.SmSn OO52nF+ Guy m / �f/v� 02 3nz3r�iv yng„Z� aOD O'1"�+> s8 V , �ni�o�D" F�'SmDceo �mzo Te T�T>m D GYg _• _. • G1 0 • � � � °�zA"� QDe cMz.mm � 1 � b C� n • � s� rom ��SL�°.S6o�GizF° a°=£mai°o° N `� 1 I r t •-� :gyp :e-. IL rt fj t l sa re , j•1 i 1 ,v oigM�?�°S�md 9^i OoO.�rS�'�5o`�� F°m"ooncAffNQssy�oFZ~��ioiifooMNi�o?_qai:'3.,°°gr°rzSazi T;�Y po t � g��°iC m • = z°iNHIgg z OM --o- D inINII 04 sn SSS1,Lk MEMS i 011 CTI 0-4 ffmL I I A x ?E z Jill con Z r y -V Nk.1:U; r:+ Oji ll p IMP Z' R i -n An M NNE A 14 m 0) 00 a, 81 1 so I 0 ------------- -- T -Aga %gill 111", 114st"R, fig U 111MI, pq I 14h w REVISIONS an The Kroger Co. Galloway' .! 0> !9vP t'LA-N -•' • ,- • N • WEST_ ELEVATION SCALE: vls6 wf'-v � "4 I 1 -------- ------ rr® ece r. . _. 3.499, 3.599, 3.89 ,_. 3.491.3.59'!3.899 ---v1 cow, fum .i — tt C-opy T.SmWD" bihm yam - - -- xi MW RCN VEWMQ �Fvanucm ti l Ma NMIam New I SOLPE6 CROCMf SIDS I SDr Iwo rfan -o ATOCJRD New P eOt�15 r .. '�SRRS sa• — - WEST_ ELEVATION SCALE: vls6 wf'-v � "4 I 1 -- ' EAST ELEVATION rr® ece r. I _. 3.499, 3.599, 3.89 ,_. F40Fmp mu SCFaW wNnm msma cw .i — tt C-opy T.SmWD" bihm yam - - -- xi r SDr Iwo rfan -o ATOCJRD New P eOt�15 r .. '�SRRS _ f AD /, - SOUTH ELEVATION NORTH ELEVATION ;CME f M VDM on fvaK= w nmlwaf .mmll Nwo o"PM � FOM _ SCALE• ]/16--f'-0• -- ' EAST ELEVATION FIFt MC Ntl51f GVO+I pOC rm mi m e is/A£MS ME Nor WRM4lY euanwrtnumL 9W410E pxw oh ei S m AUCD oUAXr5M ISM& . CVIOVY 6 MrAM{lT yE 4w pnlam IMMID s bada��e W n..t sow. ans^ - r -a• VdpMO BY MOC acp Q, iota t7(Tv" aLY.TLO SMID SGIVOE j 11 r. I _. 3.499, 3.599, 3.89 ,_. - /, - SOUTH ELEVATION W7tl1 sa¢ a RWQM rfuc mss« _ SCALE• ]/16--f'-0• FIFt MC Ntl51f GVO+I pOC rm mi m e is/A£MS ME Nor WRM4lY euanwrtnumL 9W410E pxw oh ei S m AUCD oUAXr5M ISM& . CVIOVY 6 MrAM{lT yE 4w pnlam IMMID s bada��e W n..t sow. ans^ - r -a• VdpMO BY MOC acp Q, iota t7(Tv" aLY.TLO SMID SGIVOE j 11 6 A - oily of _ CMLOP ENT - CUMM. UNl 1 Reviewed f 1r We pmpli In J :. , 1 Plans Examiner Va"Ry of oeM_ fieissuD�+ct ofa pemwa 01Pb1iN _-.ryFQ(pmPUEotgFY9ihM:1FW1Oj WOn OPPF LIgTOFL'r0 -.-,_..VpPO�Mt PFOMYSNOM Of tIIe tJNtt01 ZctOF O�AIINy P4wNib 14 _ DA'e fF (i!y sAON nP be re " ,_ ,_ 4 a A= 55'17'02" L= 14.47' R= 15.00' CHB= N 46'51'59" E CHD= 13.92' I I I A= 02'53'56" L- 11.64' R- 230.00' CHB = N 20'40'26" E CHID= 11.64' e= 23•05'00" L= 80.58' j -- R= 200.00' CHB= N 10'34'54" E 'CHD= 80.03' h 75 ' 21 Is 9 11 m 'ac32 I I i� 10 I �� I ,1 a l• 33b i• 6 r 31 Lp SITE DATA TABLE DUSTING ZONING PLANNED COMMERCIAL DFVELONEM (PCD) PROPOSED LAND USE MOTOR VECMCLE MING 1041 NFA FEELING CENTER LOT 60,280 Sl. Ft 1]84 ACRES FLOOR NFA AIB KID% 202 SO. FT. EXISTING URRY EASEMENT EXISTINGPROPERTY UNE TO BE VACATED CANOPY SABO STI. FT. I®11110 IbF04D BUILDING COVERAGE 7.082 SO. FT. 11.7% FUELING COMEER LANDSCAPING 20.662 $0. F. 34.3% EXISTING FIRE HYDRANT UANIIC/E COVER FEEING CENTER HVMSCWE/ PAOFNT 32,536 STI. R. 54.0% PARING - Yjj EXISTING INLET STANDARD 18 2 PER UISENSON ACCESSIBLE 1 N FRONT OF K*SL BICYCLE Mai c I o• , I. a "" ,i I�-F e --A 4 x IS 89'29'29" W 155.00' G 1/ O 39 I I O '.I 11 O N 8 7-- 7- r. S ss 24 TF 25.00' _ 32 %_ / l../ `nl Ridg .✓Ui STI 49 r. V V �3. E 0 1 API EWCF /II I) GE 11 Q1 41PFM1 6FTR HUN1 Noe I s3 t Eil�)ilding D/ ----- p 35 Reviewed ftt r Zoring Conr(iliance by the City of�IVhRidge Planning Division Af)C RVmfrn - I -� N 89 OS 15" E E _.. 10.33' I N 89'05'15" E -.----- _--_.-_ AREA OF R.O.W. DEDICATED - BY RESUBDIVISION PLAT N 01'45'38" E - 7.49' s J9 '22" W 58.35 _ — _ I ry 88 13'59 W 72.17' DATE: W. 32ND AVE. SOUTH LINE NW 1/4 SEC 29 N 89' 29 '29" E SOME 11 3 i0 ] F e OD o.QQn^ M m V N m aa0oaa n N II RTI== SITE LEGEND a� AAS A� AAS PROTECT Wns - - PROPOSED PROPERTY BOUNDARY UNE W REPLAY — PROPOSED EASEMENT BORMARY L0ff - - EXISTING AW,IC NI PROPER' BOUNDARY UNE o S EXISTING URRY EASEMENT EXISTINGPROPERTY UNE TO BE VACATED EXTmNG UTILITY EASEMENT LIF TO BE VACATED COW PROPOSED SITE I/GIRNG EXISTING FIRE HYDRANT UANIIC/E COVER # - Yjj EXISTING INLET ® PROPOSED INLET EXISTING WATER VALVE EXISTING TO REMAIN EXISTING RETANNG WALL _.. DOSIIG FENCE EXISIING UNDERGROUND ElEC116C O - w 6 - -- E%15rING UNDERGROUND TELEPHONE - ...... ExIsD G sANTIARY SEWER EXISTING STORM SEWER IL' - - EXISTING WATER UNE -UE PROPOSED UNDERGROUND ELECTRIC -U7 PROPOSED UNDERGROUND TELEPHONE -SS— PROPOSED SVRTARY SEWER ` ^ PROPOSED STORM SEWER —W PROPOSED WATER UNE m I ioo$ SITE SCHEDULE 3 W I O J (D PROPOSED 43'-0' WIDE, 160-0' LONG CWGPY (6A90 S) tREr. WOPY PWS) O PROPOSED B' -I1 I/z' % 22'-8 1/2' KW51f (702 5F) WITH IRUBu1 RESIR0011 �r X ansa �gg M'p u O PROPOSED 3'-0' x 5'-0' ISLAND W/ MULTIPLE PRODUCT DISPENSER (TSI. 9) O PROPOSED REVERED U -SHAPED BOUIID OW. 18) ^o O PROPOSED ERRO' COLUMN (TVP. 10) (REF. CANOPY PANS) m r n a= B © 25' X 55' SITE TRIANGLE PER CITY OF WHEAT RIDGE SIADAI V O OCTENIWN FOND BY OTHERS O PROPOSED 6- THICK REINFORCED CONCRETE SUB CODER CANOPY, REP. PLAN i/AiT O PROPOSED 8' THU REINFORCED CONCRETE SLAB OYER FUEL TAINS• REF. 1/14.0 10 PROPOSED 6' CONCRETE CURB ARM CUTTER. RIS. DETAIL I/CIA �n 11 PROPOSED 4-1/2' HEAP DUTY ASPHALT PAVEMENT MFR ] INCHES OF BASE CUIISE a $ ^"•�'T 70 CONFORM TO THE REOUREAENTS OF GEOTECHNICAL REPpR R GE s-;: 12 EXISTING FRE HYDRANT 70 REMAIN IJ PROPOSED ONE 70,000 GALLON SINGLE CWPNNYFN UNDERGROUND 0011HF WAIL STORAGE YANK (UNLEADED) AND ONE 18,000 GALLON TWO CAaPARTMENF UNDERGROUND YNdndSE DOUBLE WALL STORAGE TANK (8.000 CA LON PREMED AND IOAOO CALLOW DIESEL), RE. FUELING PWS FOR DETAILS 14 CINB AND GUTTER BY OTHERS 15 PROPOSED TAN OBSERVATION WELLS, RE. PVN DETAIL 1/14L IB PROPOSED 2' BUCK STEEL VENT RISERS, REF. DCIA 3/14.0 17 PROPOSED OVERFILL NORM STROBE AND ACKNOWLEDGMENT SWITCH ON VENT WISER, REF. OCTAL 3/74.0 IB PROPOSED R, -I (30'.10) STOP SCAN, RE. DETAIL 3/CIA 19 DOW COHCIRIE SIDEWALK TO REMAIN 10 CONCRETE SIDEWALK BY OTHERS 11 PROPOSED SINGLE TYPE IS COMBINATION INLET. RE, DCVI 6/Cl l 22 PROPOSED PEDFSIRPN WARNING STIFFING AND 6- PPE BDINAROS (IVP. 4) AEF. DETAILS 4 IF 8/N.0 2J PROPOSED OUTSIDE MERCHANDISING CABNETS a COOiRS 24 PROPOSED PAD MOUNTED 75 KVA ELECTRICAL TRANSFORMER FFA. IAIIS ED BF KS. 061A -ED BY CONTRACTOR. CONTRACTOR TO COORDINQE WITH XCEL 25 PROPOSED PROPANE GCE ON CONCRETE SLAB, AEF. DETAIL 10/470 26 REDUMNG WATT BY OTHERS 27 EXISTING 1.5' WATER METER TO REAM! 28 AOA ACCESSIBLE CURB RAMP BY OTHERS 0 H TRASH ENCLOSURE BY OTHERS ®® PRO PROTECT Mrs WE C4 U WI Jt PROPOSED NR COMPRESSOR, NET. DETAIL 1/A10 E� Z O PROPOSED p AREA SITE LIGHT. RE. PHHDiC1ETRIC PIAN ,,�1 a.. a (j L) JJ PROPOSED PAVEMENT MMIONCS, RE. DETAIL 2/CI.l Z O RECWR-UIrY ASPHALT BY OTHERS 0'Z' } O 75 LANDSCAPING BY OTHERS Or^ 76 EXISTING UNDSCN'NG TO RERAN 00 J] PROPOSED C C.O., REF. DETAIL S/CI 1 ® 6' C.O. BY OTHERS Q W (3 v Z 3 o v LINE BY REPLAY COMPLETED BY OTHERS ' OPROPERTY ,0 STILLING STRUCTURE BY OTHERS O n W 41 CONCRETE TNCKLE CHANNEL BY OTHERS D 3 ,2 DETENTION POND RELEASE STRUCTURE BY OTTERS d LL ALJ EMERGENCY OVERFLOW RP -RAP BY OTHERS O PROPOSED S/4' WATER METER TO BE SET, INSTALLED, AND CONNECTED M WATER SE7MCE AND CURB STOP BY OENVER NATER AT EXIST SNB. CUIFFCTOR TO BACKFILL. COMPACTOR 10 COORDINATE WIN DERVER WATER. REE. 6 a 7/C1.1 45 RGENCY - SHUT-OFF SWITCH MOUNTED ON KIM W11N ORTWCR' LABELED SON Project No' KSFOOM20 READING-- ME GENCY NEL SNDDOWN DEWCC ,6 EMERGENCY PHONE MOUNTED OUTSIDE OF WOSK W11N DIRECT 10 Ci D 911 Sheet Stole: 1' - 20' Desgn d W ER A7 PROPOSED KNOX BOX PER FIRE AUTHORITY REUAREMOM IB PROPOSLD ILLUMINATED CHANNEL LETTERS a LOGO SIN ON CANOPY. RE. ALO DrOWD BY: ER 4p PROPOSED CAMPY PRICE SIGN ON CANOPY, RE. QD Dotes MA 2017 60 PROPOSED NON-1UUNFNATED LOGO SIGN ON CANOPY. REF. A2,0 Dist File: KS1020 C1.G-S,N,. 51 EXIST. STORM SEWER MANHOLE5 SITE PLAN EDSr. SffVE-n 52 PROPOSED PEDESTRIAN GUARS=LEO SYSTEU BEHIND WNL, REF. I SS PROPOSED VEHKUIM CWROR O SAWCUI, REMOVE, ! REPLACE M GUTTER, a STRIPING 55 BOLLARDS IN FRONT OF TIMN 70 BE COORDINATED WITH X E R TO E NT /'W .) I. IRASH ENCLOSURE FOR THIS SITE MU BE ACCOMMODATED 91 THE ADLRNT PROP" MN1R MO SHARED WTH THE KING SWKRS FUEL CEMFR. 2. REF. SHEET C6.0 FOP PAVING DEALS AND CURB N CUTTER CATCH/SP1.L TYPE OESGNATIONS. IV • O 8"- Reviewed for Zoning Compliance by the 5 City of Wheat Ridge Planning Division 1 _ , cV COMMEPI 17.37 SQ. FT. ,a • END VIEW • • (2 EA.) ILLUMINATED CANOPY SIGNS 1/2"=1'-0" • City Df V410eat Fi69e 7+vy5on gui�dlna I / \ I // \\ N - 3'-O I I CD l I � 1 i, C.74 SQ. FT. • mow\ ��/ • END VIEW • • (2 EA.) ILLUMINATED CANOPY SIGNS 1/2".1'-0" • ALUMINUM RETURNS AND F BACKS WALL • - 10 1/211 • END VIEW • 13'-0" • (2 EA.) DIGITAL PRICE SIGN 1/2".1'-0" • -4<- t sYSCD tux amu. w M410 5! z -j 1.T j9p -Ipf 51(l 1" TRIM CAP _-� �• ANCHOR (NON-CORR05IVE) LOW VOLTAGE SECONDARY L.E.C. LIGHTING MODULE WIRES. FLEXIBLE CONDUIT i DISCONNECT SWITCH, GOWER SUPPLY CONDUIT CONNECTOR WEEP HOLES ✓ I I `t0 .1 BOX ____ ' 120 VOLT PRIMARY POWER BY OTHERS • TYPICAL LETTER DETAIL • FREEMAN SIGNS SINCE 1954 3883 MONACO PARKWAY DENVER, CO 80207 PHONE: 303.781.0106 FAX 303.762.8293 JV., THESE DESIGN PLANS ARE PROPERTY OF FREEMAN SIGNS AND ARE PRESENTED HERE FOR THE SOLE PURPOSE OF PURCHASING THESE PLAN OR A SIGN MANUFACTURED FROM THESE PLANS. ITIS FORBIDDEN TO DISTRIBUTE / EXHIBIT THESE PLANS TO ANYONE OTHER THAN THE EMPLOYEES OF YOUR COMPANY WITHOUT PRIOR WRITTEN CONSENT FROM FREEMAN SIGNS. USAGE OF THESE PLANS TO BUILD SIMILAR SIGNAGE OR USAGE OF ANY GRAPHICS INCLUDED WITHIN THESE DESIGN PLAN IS EXPRESSLY FORBIDDEN, UNAUTHORIZED USAGE OF THESE DESIGN PLANS WITHOUT PRIOR WRITTEN CONSENT FROM FREEMAN SIGNS WILL RESULT IN A CHARGE OF $5,000 PER SHEET FOR REIMBURSEMENT OF TIME AND EFFORT. FREEMAN SIGNS WILL, TO THE BEST OF OUR ABILITIES, MATCH SPECIFIED COLORS AS PRECISELY AS POSSIBLE, BUT DUE TOO THE LIMITATIONS OF COLOR PRINTING, COLORS SHOWN MAY NOT BE EXACT REPRESENTATIONS OF THE ACTUAL PANTONE OR SPOT COLORS CALLED OUT. ACTUAL COLORS ON FINISHED PRODUCTS WILL VARY DEPENDING ON SUBSTRATE MATERIALS AND PAINTS USED. X: FREEmAN 51GNS /�tJert7aaGxcQl/�f� :SIGN #: GE # OF 4b _LIST LI_EVATION KING --��� v FREEMAN SIGNS SINCE 1954 3883 MONACO PARKWAY DENVER, CO 80207 PHONE. 303.781 .0106 FAX 303.762.8293 �. =.RONT ELEVATION i I IES I t.. REAR ELEVAT ON 1� RIGHT EI.E:+ATION I IF City 01 heat Ftid9e Feviev+ed for Zoning Compliance by the ,k �. Ci'y of vJheat Ridge Planning Division = 9r APPROVED BY: DATE COMMENTS:, YVONNECRAIG YCRAIG@FREEMANSIGNS.NET Jt' rorl 7.12.17 R-1: Added 1 More Fuel Pricer. REEMAN SIGNS AND ARE PRESENTED HERE FOR THE SOLE PURPOSE OF PURCHASING THESE PLAN OR A SIGN MANUFACTURED FROM THESE PLANS. ITIS ::ORBIDDEN TO DISTRIBUTE / EXHIBIT -HESE PLANS TO ANYONE OTHER THAN HE EMPLOYEES OF YOUR COMPANY WITHOUT PRIOR WRITTEN CONSENT FROM ' REEMAN SIGNS. USAGE OF THESE PLANS -0 BUILD SIMILAR SIGNAGE OR USAGE OF ANY GRAPHICS INCLUDED WITHIN THESE DESIGN PLAN IS EXPRESSLY FORBIDDEN. JNAUTHORIZED USAGE OF THESE DESIGN 1,LANS WITHOUT PRIOR WRITTEN CONSENT FROM FREEMAN SIGNS WILL. RESULT IN A CHARGE OF S5,000 PER SHEET FOR REIMBURSEMENT OF TIME AND EFFORT. FREEMAN SIGNS WILL, TO THE REST OF OUR ABILITIES, MATCH SPECIFIED COLORS AS PRECISELY AS POSSIBLE, BUT DUE TOO THE LIMITATIONS OF COLOR PRINTING, COLORS SHOWN MAY NOT BE EXACT REPRESENTATIONS OF THE ACTUAL PANTONE OR SPOT COLORS CALLED OUT. ACTUAL COLORS ON FINISHED PRODUCTS ,VILL VARY DEPENDING ON SUBSTRATE 'AATERiALS AND PAINTS USED. DATE: F�RJEEmAN SIGNS �+✓ trJear4fvcNeetlen . LGE # © OF R � I Ij I I i A .r .'i `r •. 4`f - I'A51 '.1, A-3".1+, i x O 't w f. F 'C' r N . .1a .El -C Fr f, -J 'so I •j :-I. .a' _ y V.. •..} Irl .I_: I J,'. .: i i .':r J:i •n I Y-wI JI •:la % tf4.: W.' 'NI :.. 1 �1: i- I� ty.l • u, ' r�.: :....: -;: �:-�'�,--. re - .' �r:: t rl. •..::c ..I,iC � al.,u.^„ �. f_ .r.,. _ ir, •.rl ...- �. =.RONT ELEVATION i I IES I t.. REAR ELEVAT ON 1� RIGHT EI.E:+ATION I IF City 01 heat Ftid9e Feviev+ed for Zoning Compliance by the ,k �. Ci'y of vJheat Ridge Planning Division = 9r APPROVED BY: DATE COMMENTS:, YVONNECRAIG YCRAIG@FREEMANSIGNS.NET Jt' rorl 7.12.17 R-1: Added 1 More Fuel Pricer. REEMAN SIGNS AND ARE PRESENTED HERE FOR THE SOLE PURPOSE OF PURCHASING THESE PLAN OR A SIGN MANUFACTURED FROM THESE PLANS. ITIS ::ORBIDDEN TO DISTRIBUTE / EXHIBIT -HESE PLANS TO ANYONE OTHER THAN HE EMPLOYEES OF YOUR COMPANY WITHOUT PRIOR WRITTEN CONSENT FROM ' REEMAN SIGNS. USAGE OF THESE PLANS -0 BUILD SIMILAR SIGNAGE OR USAGE OF ANY GRAPHICS INCLUDED WITHIN THESE DESIGN PLAN IS EXPRESSLY FORBIDDEN. JNAUTHORIZED USAGE OF THESE DESIGN 1,LANS WITHOUT PRIOR WRITTEN CONSENT FROM FREEMAN SIGNS WILL. RESULT IN A CHARGE OF S5,000 PER SHEET FOR REIMBURSEMENT OF TIME AND EFFORT. FREEMAN SIGNS WILL, TO THE REST OF OUR ABILITIES, MATCH SPECIFIED COLORS AS PRECISELY AS POSSIBLE, BUT DUE TOO THE LIMITATIONS OF COLOR PRINTING, COLORS SHOWN MAY NOT BE EXACT REPRESENTATIONS OF THE ACTUAL PANTONE OR SPOT COLORS CALLED OUT. ACTUAL COLORS ON FINISHED PRODUCTS ,VILL VARY DEPENDING ON SUBSTRATE 'AATERiALS AND PAINTS USED. DATE: F�RJEEmAN SIGNS �+✓ trJear4fvcNeetlen . LGE # © OF R � I Ij I I i r i x I r y V.. •..} Irl .I_: I J,'. .: i i .':r J:i •n I Y-wI JI •:la % tf4.: W.' 'NI :.. 1 �1: i- I� ty.l • u, ' r�.: :....: -;: �:-�'�,--. re - .' �r:: t rl. •..::c ..I,iC � al.,u.^„ �. f_ .r.,. _ ir, •.rl ...- �. =.RONT ELEVATION i I IES I t.. REAR ELEVAT ON 1� RIGHT EI.E:+ATION I IF City 01 heat Ftid9e Feviev+ed for Zoning Compliance by the ,k �. Ci'y of vJheat Ridge Planning Division = 9r APPROVED BY: DATE COMMENTS:, YVONNECRAIG YCRAIG@FREEMANSIGNS.NET Jt' rorl 7.12.17 R-1: Added 1 More Fuel Pricer. REEMAN SIGNS AND ARE PRESENTED HERE FOR THE SOLE PURPOSE OF PURCHASING THESE PLAN OR A SIGN MANUFACTURED FROM THESE PLANS. ITIS ::ORBIDDEN TO DISTRIBUTE / EXHIBIT -HESE PLANS TO ANYONE OTHER THAN HE EMPLOYEES OF YOUR COMPANY WITHOUT PRIOR WRITTEN CONSENT FROM ' REEMAN SIGNS. USAGE OF THESE PLANS -0 BUILD SIMILAR SIGNAGE OR USAGE OF ANY GRAPHICS INCLUDED WITHIN THESE DESIGN PLAN IS EXPRESSLY FORBIDDEN. JNAUTHORIZED USAGE OF THESE DESIGN 1,LANS WITHOUT PRIOR WRITTEN CONSENT FROM FREEMAN SIGNS WILL. RESULT IN A CHARGE OF S5,000 PER SHEET FOR REIMBURSEMENT OF TIME AND EFFORT. FREEMAN SIGNS WILL, TO THE REST OF OUR ABILITIES, MATCH SPECIFIED COLORS AS PRECISELY AS POSSIBLE, BUT DUE TOO THE LIMITATIONS OF COLOR PRINTING, COLORS SHOWN MAY NOT BE EXACT REPRESENTATIONS OF THE ACTUAL PANTONE OR SPOT COLORS CALLED OUT. ACTUAL COLORS ON FINISHED PRODUCTS ,VILL VARY DEPENDING ON SUBSTRATE 'AATERiALS AND PAINTS USED. DATE: F�RJEEmAN SIGNS �+✓ trJear4fvcNeetlen . LGE # © OF I J I J 0 M -e 0 ' e CANOPY GRAPHICS 2 KIOSK GRAPHICS SCALE: 1/2'=1'-O" 3 LEFT ELEVATION SCALE: 1/8'=1'-0' 4 SIDE FRONT D DISPENSER ELEVATIONSCALE: 1/2"=1'-0" M[rv.119MD9D W01D@12Mff)9 D09@9d a... a..E _ TTR? iB � F9 ff BffeBU? 3 i0 B! _ :iBFBB ?ff1'?�?Bim E Bi Ri $e'i:.� i _ e.._ 4 f •I..�E :I• _ it 6 II fi I I� N1 MIM j, I W im III I..= B!BIFL� R IIIB°s�i IiiiRF� 8 CANOPY PRICE SIGN GRAPHICS TO MATCH ADJACENT GROCERY STORE 4 RIGHT ELEVATION SCALE: 1/8'=1'-0' EQUIPMENT SCHEDULE O Aderass: NEC 32nd Ave. 6 YOungiield St Street a`,sotx WNe0tridgSte. CO °rpleCt �' KSF-20 ITEM DESCRIPTION COLOR MANUFACTURER MODEL FURNISHED BY INSTALLED BY A NOT USED IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL APPROVAL PRIOR TO ORDERING MATERIALS APPLICABLE CODES AND TO INFORM THE OWNERS/ARCHITECTS OF ANY QUESTIONS OR CLARIFICATIONS WHICH ARE DESIRED, CONTRACTORS SHALL ALSO VISIT THE B NOT USED -D.te. MARCH. 2017 ONDINONS AND5. N APPLICAB E CO 0 . C STATIC WARNING DECAL WAYNE DISPENSER MANUFACTURER DISPENSER MANUFACTURER D NOT USED E NOT USED F CANOPY FASCIA RED CANOPY FABRICATOR CANOPY FABRICATOR G I CANOPY FASCIA PLATINUM CANOPY FABRICATOR CANOPY FABRICATOR H LOGO - NON -ILL VMINATEO (21.5' H x 29" W) CUMMINGS SIGNS OWNER GENERAL CONTRACTOR I VINYL AUTHORITY SPECIFICATIONS. IF REQUIRED GENERAL CONTRACTOR GENERAL CONTRACTOR J DISPENSER DOOR GRAPHICS RED WITH WH[IEK WAYNE DISPENSER MANUFACTURER DISPENSER MANUFACTURER KIOSK FASCIA RED KIOSK FABRICATOR KIOSK FABRICATOR L KIOSK FASCIA PLATINUM KIOSK FABRICATOR KIOSK FABRICATOR M CANOPY CANOPY FABRICATOR CANOPY FABRICATOR N 6" DIAMETER BOLLARD - G.C. TO PAINT SAFETY RED GENERAL CONTRACTOR GENERAL CONTRACTOR 0 HEALTH AND SAFETY DECALS WAYNE DISPENSER MANUFACTURER GENERAL CONTRACTOR P KIOSK - PREFABRICATED - MASONRY VENEER BY G.C. KIOSK FABRICATOR GENERAL CONTRACTOR O DISPENSER WAYNE OWNER GENERAL CONTRACTOR R ISLAND FORMS - G.C. TO PAINT 1�1�A'�MITEOPW OWNER GENERAL CONTRACTOR S CANOPY COLUMNS - MASONRY VENEER BY G.C. CANOPY FABRICATOR CANOPY FABRICATOR T U -SHAPED ROLAND - G.C. TO PAINT, 3'-0" IN HEIGHT SAFETY RED RIVERSIDE OWNER GENERAL CONTRACTOR U PRICE SIGN, SEE DETAIL 8. THIS SHEET LANDMARK SIGN ALLIANCE OWNER SIGN INSTALLER V ILLUMINATED CHANNEL LETTERS CUMMINGS SIGNS OWNER SIGN INSTALLER W WASTE RECEPTACLE/WINDSHIELD SERVICE CENTER DCI MARKETING OWNER GENERAL CONTRACTOR X ILLUMINATED LOGO SIGN CUMMINGS SIGNSOWNER SIGN INSTALLER Y PUMP NUMBER FLAG CANOPY FABRICATOR GENERAL CONTRACTOR Z 1 4" BLACK VINYL DECAL (DISPENSER NUMBER) OWNER GENERAL CONTRACTOR GUARD RAIL/SCREEN AROUND RTU SUPPLIED WITH (PAINT SW6002 "ESSENTIAL GRAY') BY KIOSK MANUFACTURER, INSTALLED BY G.C. FRAME TO MATCH BRICK TO 6 REAR ELEVATION SCALE: 1/8'=I'-0" Reviewed for Zoning Compliance by the ► �.� City of Wheat Ridge Planning Division APPROVED BY: DATE: COMMENTS: S,GT 0 TO BOLTBOLT B�� MO TING IRON WITH 1/2'0 THROUGH BOLTS . x1/8" MOUNTING IRON FURNISHED WITH &INEIPRICE 3/8" SELF TAPPING SCREWS ® 6" O.C. P. K, SUPPLIED AND INSTALLED BY SIGN INSI PY FASCIA BEYOND E SIGN CABINET CONTRACTOR TO BOLT SIGN CABINET NGLE WITH 1/2"0 THROUGH BOLTS 3"x1/4" ACROSS PURLINS FURNISHED AND ALLED BY CANOPY FABRICATOR PY PURLIN 1/2" x 1 1/2" x 1/B" ANGLE KETS FURNISHED BY CANOPY FABRICATOR INSTALLED BY SIGN CONTRACTOR 1'x3' ANGLE BY CANOPY FABRICATOR I 10 1/2' 1 ",,',`CAN BY DECK PANS POCKET IN I CANOPY GUTTER CANOPY FASCIA AND DECKING SECTION AT CANOPY NOT TO SCALE 2 E awe w'onLL NOTFOR CONSTRUCTION (n z O Cn j LLJ Of NCity �{ o Wheat R1d9� CONTRACTOR SHALL SUBMIT: MASONRY, Aderass: NEC 32nd Ave. 6 YOungiield St Street a`,sotx WNe0tridgSte. CO °rpleCt �' KSF-20 MORTAR AND PAINT SAMPLES TO KROGER OF CONSTRUCTION SPECIFICATIONS TO BE SUPPLIED BY OWNER. THEY MUST BE p0'�dpcj READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES CONSTRUCTION REPRESENTATIVE FOR ARE NO UNUSUAL SOIL CONDITIONS OR WIND LOADS. THE FAILURE OF THIS CONDITION MAY REQUIRE SIGNIFICANT CHANGES TO THESE DOCUMENTS, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL APPROVAL PRIOR TO ORDERING MATERIALS APPLICABLE CODES AND TO INFORM THE OWNERS/ARCHITECTS OF ANY QUESTIONS OR CLARIFICATIONS WHICH ARE DESIRED, CONTRACTORS SHALL ALSO VISIT THE SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVAB LE -D.te. MARCH. 2017 S°01e: FULL Disk isle: KSFOD00I Model: THIS DRAWING 15 AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY 9 (GD) 1 RR Brick REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE E%PRESS WRITTEN PERMISSION OF THE KROGER COMPANY 15 PROHIBITED. Aderass: NEC 32nd Ave. 6 YOungiield St Street (NOT PUBLISHED: ALL RIGHTS RESERVED) NOTE TO CONTRACTOR: WNe0tridgSte. CO THIS SET OF DRAWINGS AND DOCUMENTS S A SET OF OR THE PROJECT AND ARE INTENDED TOIBE USED INTENDED NACONJU CnON WITHLINESA SET EXTERIOR ELEVATIONS OF CONSTRUCTION SPECIFICATIONS TO BE SUPPLIED BY OWNER. THEY MUST BE AND SIGNAGE READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES INCLUDING FEDERAL A.D.A REOUIREMENTS. THIS SET ASSUMES THAT THERE ARE NO UNUSUAL SOIL CONDITIONS OR WIND LOADS. THE FAILURE OF THIS CONDITION MAY REQUIRE SIGNIFICANT CHANGES TO THESE DOCUMENTS, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL OrOMing NO.: APPLICABLE CODES AND TO INFORM THE OWNERS/ARCHITECTS OF ANY QUESTIONS OR CLARIFICATIONS WHICH ARE DESIRED, CONTRACTORS SHALL ALSO VISIT THE SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVAB LE A2 ONDINONS AND5. N APPLICAB E CO 0 . 71/2' 6' 3/4" 4'-5 1/4" KING GENMR THIS A KING 1-12 OF KING SOOPERS W/ LOGO ���h�� � EQ. � + LETTER/L000 SIZES 1/4"=1'-0" + 7 V2' 6' EQ. CENTER THIS AREA OF KING SOOPERS W/ LOGO I ..4ro FREEMAN SIGNS SINCE 1954 3883 MONACO PARKWAY DENVER, CO 80207 PNON FAX.[: 303.781.0106 : 303.762.8293 Z 00 ssi' 1 >O J 1.15 THESE DESIGN PLANS ARE PROPERTY OF FREEMAN SIGNS AND ARE PRESENTED HERE FOR THE SOLE PURPOSE OF PURCHASING THESE PLAN OR A SIGN MANUFACTURED FROM THESE PLANS. ITIS 4'-5114" FORBIDDEN TO DISTRIBUTE / EXHIBIT THESE PLANS TO ANYONE OTHER THAN THE EMPLOYEES OF YOUR COMPANY WITHOUT PRIOR WRITTEN CONSENT FROM FREEMAN SIGNS. USAGE OF THESE PLANS KING AN BUILD SIMILAR SIGNAGE IT USAGE OF SE ANY GRAPHICS INCLUDED WITHIN THESE - 1-2 DESIGN PLAN IS EXPRESSLY FORBIDDEN. UNAUTHORIZED USAGE RI THESE DESIGN 1. -ill PLANS WITHOUT PRIOR WRITTEN 71/2" 1 CONSENT FROM FREEMAN SIGNS WILL RESULT IN A CHARGE OF 55,000 PER SHEET FOR REIMBURSEMENT OF TIME AND + LETTER/LOGO SIZES 1/4n=�i-On + EFFORT. FREEMAN SIGNS WILL, TO THE BEST OF OUR ABILITIES, MATCH SPECIFIED COLORS AS PRECISELY AS POSSIBLE, BUT DUE TOO THE LIMITATIONS OF COLOR PRINTING, COLORS SHOWN MAY NOT BE EXACT REPRESENTATIONS OF THE ACTUAL PANTONE OR SPOT COLORS CALLED OUT. ACTUAL COLORS ON FINISHED PRODUCTS WILL VARY DEPENDING ON SUBSTRATE MATERIALS AND PAINTS USED. FREEmwn SIGNS +Jcarf vt.ccc!lej�cf DESIGN #: PAGE # OF CONSTRUCTION: - Fabricate a triple product S/F LED price sign; using 18" LED units, (2x) red & (1x) green. - Illumination: 12VDC LED backlighting. - Cabinet: .080" aluminum painted black. ELECTRICAL: 120 VAC, Total circuits 2, 10A recommended Circuit 1 (LIGHTS) 1 A - 51 watts Circuit 2 (LED price) 2.5A - 270 watts - Commodity panels: .177" white acrylic decorated with 3M 3630 scotchcal film 1 st surface - Red, 3630-33 - Green, 3630-26 2" x 2" x 1/8" Steel Angle Bolted to Back Ariba#: K-0048340 (Full Length) 13'-011 10 1/2" ELEVATION SCALE: 1/2" = V-0" *Contact Landmark to discuss your specific needs. SIGN AREA: 45.5 sqft city of wheat Ridge 3u 4ding Divisor LAND, Sign Alliance, Inc. Working Together For You Phone: 888.324.8687 Client: The Kroger Co Date: 08/17/2014 Drawn by: MLB Revisions: 9/7/14; depth was 9" 10/7/14; depth was 12" 1/26/15; updated notes Drawing Number: 140817.3 Sheet: 1of1 Approved: Notes: This is an original unpublished drawing created by LM Inc. It is submitted for your personal use in conjunction with a project being planned for you by LM Inc. It is not to be shown to anyone outside your organization, nor is it to be used, copied, reproduced, or exhibited in any fashion. A l 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: 2i A :FLFCT MJF -:FV- C(,W M Job Address: I _2-_ts2S W . 32r -j -D Ayt Permit Number: 20(76tD 7Sk' ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, call for / � Date: k� 1211 l 13- Inspec o� t i- AM/PM at 303-234-5933 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: ��05 Gf�-3 GL(e Permit Number: 0/ 70075&?` ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes :`No When corrections have been made, call for re -inspection at 303 -234 - Date: ��'�-�'�� inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office . (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: I L/., Job Address: / W 3 d' Permit Number: I of 7o D 7 500 r.. ❑ No one available for inspection: Time ', tial AM/PM Re -inspection required: Yes No L When corrections have been made, call for re -inspection at 303 -234 - Date: -11/10/ 03 -234 - Date: I O f inspector: �I i DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line, F (303) 235-2855 Office • (303) 237-8929; Fax INSPECTION NOT IC Inspection Type: S L `� 2 Job Address: i 2 T Z 5^ vl Permit Number: r 0i S- U ❑ No one available for inspection: Time' (/^" 6--' AM/PM Re -Inspection required: Yes No r When correctigns have been made, call for re-inspec .fo t 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE 1�i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax i INSPECTION NOTICE' r Inspection Type: Job Address: W. 3z fl Permit Number: -2Q 17 00-2SK ❑ No one available for inspection: l Re -Inspection required: Ye6 When corrections have been made, call for Date: IU l I l-�- Inspector: C AM/PM 303-234-5933 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:���L Job Address: c;� Sc)'S_ W . EZ No ATE - Permit Number: 201�(�%�� ❑ No one available for inspeplion:--Tinge AM/PM Re -Inspection required: Yes No When corrections have been made, call~fdf inspection at 303-234-5933 Date: IU 3 / Inspe DO NOT REM ' VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: ' S-Z� r✓/` Permit Number: 2- C��`1 009_5_1 1 IJNo one available for inspection.:-T'm / S AM/PM Re -Inspection required: Yes N i When corrections have been made, call for re -in a tion at 303-234-5933 W//) Date:��_`3`/;�Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /V/ <- Job Address: Z S`Z <_Irv` Permit Number: 2 d __. ---"7 "7 r 0 one available f inspection: Time AM/PM Re -Inspection requi ed: Yerog") When corrections ave; been made, call for re -inspection at 303-234-5933 Date: J,/7 ! % Inspector: 1" ' " y DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION N TICE Inspection Type: Job Address: % z S� S W 5 2 Permit Number: O/ f'•t� �%/' ❑ No one available for inspection: Time: >'-� AM/PM Re -Inspection required: Yes No. When corrections have been made, call for re -inspection at 303-234-5933 e Date: Inspector: U.:(,' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE ❑ No one available for inspegtion: Time/ U AM/PM o � Re -Inspection required:Ye No When corrections have been made, call for re-insPeAfoii at 303-234-5933 4.,I Date:_ ! Inspector: � r, DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line; (303) 235-2855 Office • (303) 237-8929 Fax ❑ No one available for inspection: Time U-" Cl AM/PM Re -Inspection required: Yes oNo' E When corrections have been made, call for re -in n at 303-234- Date:- Inspector: DO NOT REMOVE THIS NOTICE i CITY OF3WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929,Fax INSPECTION NOTIC Inspection Type: C A -i S S ©,0S Job Address: �), S 2- S W 3/2, Permit Number: 20 / 47 Ob L"7/S'- � V ❑ No one available for inspection.:_ 'me C, l� 4 AM/PM Re -Inspection required: Yes,/ No.--/ When corrections have been made, call for re -inspection at. 303-234-5933 Date: ,f - l ! r Inspector: I'd !f' DO NOT REMOVE THIS NOTICE 9 i CITY OF WHEAT RIDGE Building Inspection Division �(303) (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 7- Job Address: 2 S— 1 Al' Z 2�! Permit Number: ? 6/ 7 0 0 9 Z ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes x No,' When corrections have been made, call for re-inspecti6ii.at 303-234-5933 Date: f Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division _ (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: !' L-1 Job Address: lit) .3 z n el }V Permit Number: Z 1-7 7 .5 VS Re.-h4speetton= e When corrections have been made, Q N" Date: 1 l2 - C ;� Inspector City of Wheat Ridge Commercial New Struc PERMIT - 201700758 PERMIT NO: 201700758 ISSUED: 08/15/2017 JOB ADDRESS: 12525 W 32nd AVE EXPIRES: 08/15/2018 JOB DESCRIPTION: 9 -MPD fuel station with 202 sf kiosk (manufactured and state approved) with a metal canopy *** CONTACTS *** OWNER (303)778-3134 REGENCY CENTERS LP GC (303)789-2177 Joseph Von Stein SUB (720)882-6442 Immanuel Anderson Berrane SUB (303)364-7536 Edward L. Jones *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 1 / Commr Vacant 120068 Pioneer Group 140278 Golden Valley Electrical, Inc. 019972 Lee Huddleston Plumbing, Inc. USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 100,000.00 FEES Total Valuation 0.00 Plan Review Fee 735.83 Use Tax 1,800.00 Permit Fee 1,132.05 ** TOTAL ** 3,667.88 *** COMMENTS *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. All parking and driving areas shall be in conformance with Section 26-501 of the Zoning and Development Code. Dumpster or trash storage areas must be screened on all sides visible to a public street or to any single -or two-family home within 100 feet. A gate may be required in order to meet screening requirements. Dumpsters shall be located on a hard surface that is paved with concrete or asphalt. Paving shall extend around the dumpster area such that any trash truck servicing the area is also on pavement. The zoning inspection for a dumpster inspection will not be approved until paving is complete. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination is not visible from adjacent properties and streets. City of Wheat Ridge Commercial New Struc PERMIT - 201700758 PERMIT NO: 201700758 ISSUED: 08/15/2017 JOB ADDRESS: 12525 W 32nd AVE EXPIRES: 08/15/2018 JOB DESCRIPTION: 9 -MPD fuel station with 202 sf kiosk (manufactured and state approved) with a metal canopy 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 legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with is p rmit. I further attes t at I am legally authorized to include all entities named within this document as parties to the work to be perf nr�e,ed and that w be -performed is disclosed in this document and/or its' accompanying approved plans and specifications. nature of OWNERF�CQNTRACTO�R (Circle one) Date This permit was issue-arttfm-ihr6rmation 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. 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. 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. 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. 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. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, an violation of any provision of any applicable code or any ordinance or regulation o urisdiction.�A"p'p�r'o°val of work is subject to field inspection. _ A • Signature of Chief Building Official Date Nle REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. b4 City of ]�9"WheatRj,dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(o_�cimheatridge.co.us FOR OFFICE USE ONLY Plan/Permit # Plan Review Fee: r Building Permit Application c�+ *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 12525 W. 32nd Avenue Property Owner Regency Centers, L.P. (Owner) King Soopers is building gas station Phone: (303) 778-3134 Dave Seagraves Property Owner Email: King Soopers- Dave.Seagraves@Kroger.com Const. Manager Mailing Address: (if different than property address) Address: King Soopers- 65 Tejon Street City, State, Zip: Denver, CO, 80223 Architect/Engineer: Galloway & Company, Inc. Architect/Engineer E-mail: EddieRodriguez@GallowayUS.com Contractor: TBD Contractors City License #: TBD Ve6 Contractor E-mail Address: TBD Sub Contractors: TBD Phone: (303) 770-8884 Phone: TBD L, �da r-,/1I��- Electrical: h � � V'�,��tl� � Plumbing: LG C >�t? �1j Ic S "'1171echanical: W.R. City License # �� j.� W.R. City License # r Cl c' �� W.R. City License # ; Other City Licensed Sub: +Oer City Licensed Sub:�� ��" City License # _City License # Complete all information on BOTH sides of this form X COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ® NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Project Description: Property owner (Regency) will provide a pad -ready site for King Soopers to construction a 9 -MPD fuel station with a 202 s.f. kiosk (manufactured and state approved) with a metal canopy. Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) Preliminary Valuation $100k, GC to provide final valuation when permit is picked -up 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) or UTHORIZED REPRESENTATIV of(WNER) (CONTRACTOR) .�.�- Electronic SiEnature (first and last name): DATE: 5/16/2017 DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: Rial-tG W094a'S BW�S —4, 4r9NS� f�lva �4 S-rn.e.v>Vtc�e� fKA�i.vT �4-G�iK�".1rT—�S"`K.4 ©iC 1 /1449 S�tf A't-t !jam .e c�i,� 6Z 10 /4112 Ta tsSa4-AJ ,_ic p S C. © , 0 4, L 7 Building Division Valuation: $ 1c7- City of `,1 tI heat edge PIUJFBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: b 6 Z2__ / /0,-,/ 7 Location of Construction: 1 2-52- 5 LZ, 32 Purpose of Construction: o Pe-- -t,14 S —4-77 Single Family Commercial Multi -Family Development Review Processing Fee: ................................................ $100.00 $ (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 4� Commercial/Multi-Family Review Fees: (Fees include reviews of the 1 st and 2" submittals) • Review of existing or minimal technical documents: ........................ $200.00 $ • Initial review' of technical civil engineering documents: ................ $600.00 • Traffic Impact Study Review Fee: .................................................... $600.00 • Trip Generation Study Review Fee: .................................................. $200.00 $ • Stormwater Management Plan (SWMP) Review Fee: .......... ............ $100.00 • O & M Schedule Review & SMA Recording Fee ............................. $100.00 ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: • Resubmittal Fees: P submittal (% initial review fee) :.................................................... $300.00 $ 3B b. DO 4th submittal (full initial review fee) :................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): $ PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. wwwxi.wheatridge.co.us Rev 06/13 City of WheatRJdge PUBLIC WORKS Date: 0G A/1l '7 COMMER CIA LIMUL TI -FA MIL Y BUILDING PERMIT APPLICA TION RE VIEW Location: 12_57-5 W - 3z"'a '~y'—'7V UG ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a SooPtE% s tw�Z� •v C� ST��o.J located at the above referenced address. Please note the comments checked below. I. ✓ Site Survey: ✓ OK _ Not OK; refer to stipulations. 2. ✓ Drainage: a. Final Drainage Report and Plan required _-%Z Yes No b. Drainage Letter and Plan required Yes _ _1, --No C. Site drainage/grading have been reviewed and are: OK Not OK; see stipulations 3. t/ CDPS Permit & SWMP Approved: --L,--Yes No N/A 4. Public Improvements to be completed: a. street paving/patching: ✓Yes No b. curb & gutter/drivecut: Yes _ No C. sidewalk: Yes _A:/No d. standard street lights: Yes _✓ No e. pedestrian lights: Yes L, -No f, storm sewer: ✓Yes No g. Letter of Credit (LOC) required: Yes t, -'No h Fund in 1' f t t' Y ✓N s >eu o cons rui c on. es o / If an LOC or funds in lieu of are required, for what improvements? ,(J ZI Amount of the LOC or funds: $ P f t 5. ✓ SIA/PIA required: Yesy' No 6. ✓ Traffic impact analysis required & approved: ✓Yes No 7. Street Access Permit required: Yes ✓ No If yes, was it approved by the Director of Public Works? ✓Yes No 8. ✓ Does all existing roadway/alley R.O.W. meett e standards of the City: Yes No If not, what is required: /✓ t If R.O.W. is required, has the deed been received? Yes _ No (See Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 9. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. Ola �L! // 7 Signature David F. Brossman, P.L.S. Date 10. A114 NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the following reason(s): 11. L 12. ✓ Signature David F. Brossman, P.L.S. Date Stipulations: NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage Certification Letter with by As -Built plans shall be required prior to the issuance of the Certificate of Occupancy. Rev 062013 Cily of' he a,t Rid cTc l'UBl IC WORKS City of Wheat Ridge Municipal Building 7500 W. 29h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: D 6 41 / ADDRESS: 12-52--'5 1-0. 3 Z" ,{-v�,C, uc� Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File ww13.ci.wheatridge.co.us Rev 2108 FASHION 1019 North Street Ottawa, Kansas 66067 (800) 255-1009 CLIENT: KING SOOPERS #20 DESCRIPTION: 43'-0" X 160'-0" CANOPY STRUCTURAL CALCULATIONS (10) 16" DIA. COLUMNS, HUNG DECK DESIGN 42" FASCIA, 15'-6" CLEAR HEIGHT Fashion Job #41466, King Soopers #20, Wheat Ridge, CO Engineer: John A. Weller, P.E. SHT: CS OF — DATE: 03/27/17 BY: JW 6419 S. Quebec Ave. Tulsa, OK 74136 (918) 520-1309 ROOF LOAD: 30 PSF LIVE LOAD 36 PSF SNOW LOAD + PERIMETER DRIFT 5 PSF DECK LOAD 18 LB/FT FASCIA LOAD WIND LOAD: 35.7 PSF 135 MPH, EXP. C (Ultimate) Ultimate / 3 Sec. Gust *SOIL LOAD: 3000 PSF VERTICAL 200 PSF/FT HORIZONTAL *Allowable soil bearing pressure is based on the geotechnical engineering report prepared by CTL \ Thompson, Inc., Denver, CO, Project No. DN47,883-125, dated July 1, 2015. Structural Steel — ASTM A36 — Fy = 36.0 ksi Or ASTM A992 - Fy = 50.0 ksi Steel Deck — ASTM A653 Gr. 40 — Fy = 40.0 ksi Structural Tubing — ASTM A500 Gr. B — Fy = 46.0 ksi Structural Pipe — ASTM A53 — Fy = 35.0 ksi References: -2012 International Building Code (2012 IBC) -ASCE 7-10 Minimum Design Loads For Buildings and Other Stru -AISC Manual of Steel Construction — 14th Edition -AISI Specification for the Design of Cold Formed Steel Structural ...w so ac �, ; •dr• s � 10 2 7 M t FASHION 1019 North Street Ottawa, Kansas 66067 (800) 255-1009 CLIENT: KING SOOPERS #20 DESCRIPTION: 43'-0" X 160'-0" CANOPY STRUCTURAL CALCULATIONS SHT: 1 OF INDEX DATE: 03/27/17 BY: JW TABLE OF CONTENTS Description Pap -e No. Structural Roof Plan Deck Analysis Purlin Beams B 1 — B2 Purlin Beams B3 — B4 Cross Beams B5 — B6 Wind Load Data Column Analysis Anchor Bolts & Base Plates Footings Deck Data 1 2 3-4 5 6-7 8 9 10 - 11 12 13 • � e Y 0 29 74 !` � d City of Wheat Ridge uilding Divi ;o+ 1019 North Street Ottawa, Kansas 66067 (800)255-1009 CLI ill ! i FASHION ICING SOOPERS #20 DESCRIMON: 0-0" X 160`-0" CANOPY lw4r 34'-0" 34-0' 43'-0" .s' 3'-6"� 9-0" q-0• 9° 0" q-0" 3'.6" T -T7 IF SHT: 1 OF 13 DATE: 03/27/17 BY: 3W STRUCTURALPLAN 30 PSF LIVE LOAD 36 PSF SNOW + DRIFT 5 PSF DEAD LOAD 41 PSF + PER. DRIFT WAND: 135 MPH, EXP. C ASCE 7.10 BEAMS: BI - 134: W IGX (Brace top fI& @ 1/ej pts.) B5 -B7: W21 X50 COLUMNS: 16" Dia. X 1/4" Wall Pipe City of Wheat Ridge 1019 North Street Ottawa, Kansas 66067 (800)255-1009 CLIENT: KING SOOPER #20 DESCRIPTION: 43`-0" WIDE CANOPY FASHION SHT: 2 OF 13 DATE: 03/7-1/17 BY: JW ROOF DECK CALCULATION m- _ (1.3 3')(3 5 psf+ 25 psfdrift) = 80.0 #/ft '- -Mom't =(80.0 #/ft)(3.50 ft)'/2 = 490 ft -lbs -f= (490 ft -NX 12'-/ft)/019 in 3 = 20,276 psi 91-011 Jf 20,276psi<30,OOOpsi w= (1,33'X35 psf+ 15 psf avg. drift) =66.7 #Ift +Mom't-(66.7#/ft)(9.0 ft)�/8= 675 ft -lbs +f=(675ft-lbs)(12"/fty0.32 in3-25,313psi 25,313 psi < 30,000 psi Use: # 20 ga. Deek (See RD -1 for properties) City of 1 Wheat Ridge ,Building Qivison, FASHION 1019 North Street SHT: 3 OF 13 Ottawa, Kansas 66067 DATE: 0;#7/17 (800) 255-1009 BY: JW CLIENT: KING SOOPERS #20 DESCRIPTION: BEAM FORMULA. - CANTILEVER ONE ENI} WITH END LOAD ConditionI (FuULL+DL): 77-75-7 w t �P P) RZ I a R,= (w)(a+ 02/(2J{i)+(P)(1+a)/1 M, _ (w)(a)212+(p)($) Condition II (DL only on cant.): 1 � W wpd R2 7 a R,—[(w)(1)V2-(w)(a)-/2-(P,)(a)i/1 b=RI/w M,=(R,)(b)-(w)(b)2/2 NlaximurnDe$ectians (E=29,000,000psi) Span (See Cond. II): d, =(w)(b)[Iz-2(1)(b)2+b;]/(24)(E)(1)- (w�(8)(b)(12-b2)/(12)(E)(I)(1) - (Pd)(a)(1)t/(l6)(E)(I) ConditionlH (DLonlyonsyan): W w C' Rz 1 a Cantilever: d2=(wX1)'(a)/(24XE)(I)-(wXa)[(`Xai(1)+(3Xa}')/(24)(EXI)-(P)(ai(l+a)/(3XE)(t) City of Wheat Ridge n FASHION 1019 North Street Ottawa, Kansas 66067 (800) 255-1009 CLIENT: KING SOOPERS #20 DESCRIPTION: 43'-0" X 160'-0" CANOPY DECK BEAM ANALYSIS BEAMS BI - B2: DATA: a - 12.0' 1= 34.0' LOADS & REACTIONS: RI/PIM(kips) 8.52/1.26(3.71) RZ/Rzo (kips) 16.99 /2.93 /11.90 (7.41) SHT: 4 OF 13 DATE: 03127/17 BY: JW B2 9.0 0.075 0.399 0.162 1.251 (located @ 8.45'/ 3.55') 6.57/1.06 (3.81) 14.20/2.55/12.64 (7.59) MOMENTS & STRESSES: b = 16.54' +M = 70.51 ft -kips +S = 28.20 in' -M = 44.04 ft -kips -S = 17.62 in' +fb = (58.28 ft-kips)(12 "/ft) / 38.4 in' =18.21 ksi +Fb = (1.75)(12000) / (8.50')(12 "/ft)(8.27) = 24.90 ksi -fb = (44.04 ft-kips)(12 "/ft) / 38.4 in' = 13.76 ksi -Fb = 12000 / (1.33')(12 "/ft)(8.27) > 30.0 ksi DEFLECTIONS: (I = 291 in') d$p,. = 1.65 in. dn. 1.77 - 0.03 - 0.09 d..,=0.62 in.dn. 1.27+0.07+0.18-0.90 USE: W 16 X 26 (Brace top fl g, @ 1/4 pts. - 8.50' c/c) *Includes 139 #/ft drift load at fascia.c:it or **Drift @ end of canopy based on 139 #/ft drift load @ end fascia. C of G = 8.45' from cr ti ss beam Wheat Ridge uilding Diviso Bl Deck "Span" (ft) 8.0 wD (kips/ft) 0.088 WL+D (kips/ft) 0.515* (0.376) PID (kips) 0.144 PD;P (kips)** 0.619 RI/PIM(kips) 8.52/1.26(3.71) RZ/Rzo (kips) 16.99 /2.93 /11.90 (7.41) SHT: 4 OF 13 DATE: 03127/17 BY: JW B2 9.0 0.075 0.399 0.162 1.251 (located @ 8.45'/ 3.55') 6.57/1.06 (3.81) 14.20/2.55/12.64 (7.59) MOMENTS & STRESSES: b = 16.54' +M = 70.51 ft -kips +S = 28.20 in' -M = 44.04 ft -kips -S = 17.62 in' +fb = (58.28 ft-kips)(12 "/ft) / 38.4 in' =18.21 ksi +Fb = (1.75)(12000) / (8.50')(12 "/ft)(8.27) = 24.90 ksi -fb = (44.04 ft-kips)(12 "/ft) / 38.4 in' = 13.76 ksi -Fb = 12000 / (1.33')(12 "/ft)(8.27) > 30.0 ksi DEFLECTIONS: (I = 291 in') d$p,. = 1.65 in. dn. 1.77 - 0.03 - 0.09 d..,=0.62 in.dn. 1.27+0.07+0.18-0.90 USE: W 16 X 26 (Brace top fl g, @ 1/4 pts. - 8.50' c/c) *Includes 139 #/ft drift load at fascia.c:it or **Drift @ end of canopy based on 139 #/ft drift load @ end fascia. C of G = 8.45' from cr ti ss beam Wheat Ridge uilding Diviso FASHION 1019 North Street Ottawa, Kansas 66067 (800) 255-1009 CLIENT: KING SOOPERS #20 DESCRIPTION: 43'-0" X 160'-0" CANOPY DECK BEAM ANALYSIS F BEAMS B3 — B4: DATA: Simple Span 1 34.0' LOADS & REACTIONS: SHT: 5 OF 13 DATE: 03/27/17 BY: JW B3 B4 Deck "Span" (ft) 8.0 9.0 WD (kips/ft) 0.088 0.075 WL+D (kips/ft) 0.515* 0.399 R/RD (kips) 8.76 /1.50 /3.94 6.78 / 1.28 / 4.03 MOMENTS & STRESSES: +M = 74.42 ft -kips +S = 29.77 in' +fb = (74.42 ft-kips)(12 "/ft) / 38.4 in' = 23.26 ksi +Fb = (1.75)(12000) / (8.50')(12 "/ft)(8.27) = 24.90 ksi DEFLECTIONS: (1= 301 iW) d,, = 1.77 in. dn. (Includes full length drift @a fascia) USE: W 16 X 26 (Brace top f1g. @ 1/4 pts. — 8.50' c/c) *Includes 139 #/ft drift load at fascia. City of Wheat Ridge FASHION 1019 North Street Ottawa, Kansas 66067 (800) 255-1009 CLIENT: KING SOOPERS #20 SHT: 6 OF 13 DATE: 0.r/2.?/! 7 BY: JW DESCRIPTION: BEAM FORMULA - DOUBLE CANTILEVER, FIVE LOADS Condition I (DL only on one cant.): Pla b P20 b Platin b P2ar.0 b Plm,u R R a 1 a R. _ (Pza ,)(0.5) ({Pt°>♦nxl+a) (Pz�u•,rxl+g-b) - (Pxar)(g-b} - tPem)(s}I!! Condition H (DL only on bath cants P P P p p ra b �' b xmw b b 1d1 , IR R a I a +M = [P�41+P=+(0.5)(f211 (2b -a) - [(Pr°X2b)+(P,.)(b)] Maximum Deflections -M = (Pm .a)(a) + (P,,,)(a-b) (E = 29,000,000 psi) Span (See Cond. II): dt = (Paar,u 0y1(48)(E)(1) - (P,,}(a-b)(1)2J(8)(E)(1) - Condition III (DL only on span PraHu b Paa►«u b P. b Plarn b Prar•H T Cantilever: d, = (P}(1}�(a)�(16)(E)(1) - (P1d d(a)70+sy(3)(E)(1) -(P,,.n)(a-b)(I+a-b)(a)/(3)(I✓)(I)L ty of Wheat Ridge ilding Divison TR R a 1 a Cantilever: d, = (P}(1}�(a)�(16)(E)(1) - (P1d d(a)70+sy(3)(E)(1) -(P,,.n)(a-b)(I+a-b)(a)/(3)(I✓)(I)L ty of Wheat Ridge ilding Divison FASHION 1019 North Street Ottawa, Kansas 66067 (800) 255-1009 CLIENT: KING SOOPERS #20 DESCRIPTION: 43'-0" X 160'-0" CANOPY CROSS BEAM ANALYSIS BEAMS B5 - B7: DATA: a= 10.5' b = 9.0' 1= 15.0 Total Length = 36.0' LOADS & REACTIONS: B5 B6 P, /PmL (kips) 16.99 / 2.93 / 7.41 17.28 / 2.76 / 7.65 P2 /P2DL (kips) 14.20 / 2.55 / 7.59 13.35 / 2.34 / 7.84 RIR,,,. (kips)* 39.22/7.69 38.24/7.20 R./R' (kips)* 46.59 / 13.51 45.53 / 12.71 MOMENTS & STRESSES: +M, = 18.66 ft -kips -M2= 207.06 ft -kips +S, = 7.46 in' -S2 =82.82 in +fb = (18.66 ft-kips)(12 "/ft) / 94.5 in = 2.37 ksi +Fb = (12000) / (15.0')(12 "/ft)(5.96) = 11.19 ksi -fb = (207.06 ft-kips)(12 "/ft) / 94.5 in' = 26.29 ksi -Fb = (1.50)(12000) / (9.0')(12 "/ft)(5.96) = 27.96 ksi DEFLECTIONS: (I = 984 in') d,w=0.01 in. up 0.05-0.05-0.01 dem, = 1.04 in. dn. 0.99 + 0.07 - 0.02 *Includes 0.93 kips for cross beans weight. SHT: 7 OF 13 DATE: 03/27/17 BY: JW B7 17.52/3.00/7.88 13.56/2.56/8.06 38.79/7.77 46.09 / 13.27 USE: W 21 X 50 01 City o{ vheak Fledge FASHION 1019 North Street SHT: 8 OF 13 Ottawa, Kansas 66067 DATE: 03/27/17 (800) 255-1009 BY: JW CLIENT: KING SOOPERS #20 DESCRIPTION: 43'-0" X 160'-0" CANOPY WIND / DRIFT LOAD DATA SHEET: ASCE 7-10 RISK CATEGORY II Wind Load: 3 Sec. Gust 135 MPH, EXP. C, Ultimate Wind Load (Note: Load is equivalent to ASCE 7-05, 3 Sec. Gust, 100 MPH, Exp. C.) P = (gz)(G)(Cr) Uplift: CNw = +1.2 or = -1.1 G = 0.85 CNL = +0.3 oI = -0.1 G = 0.85 Hor.: GCNw = +1.5 GCNL = -1.0 qz = (0.00256)(K,.)(K.)(Kd)(V)$(1); G = 0.85 KZ = 0.90 Kn = 1.0 Kd = 0.85 (Use only with combination loads.) V = 135 mph %, = (0.00256)(0.90)(1.0)(0.85)(135)2 = 35.7 psf Horizontal Wind: p = (35.7 psf)(2.50) = 89.3 psf Uplift Wind: p,, = (35.7 psf)(0.85)( CN) _ +36.4 psf or -33.4 psf p, _ (35.7 psf)(0.85)( CN) _ +9,1 psf or -3.0 psf Drift Load: hd = (0.75)[(0.43)(I„)1t3(43 + 10)1¢ -1.5] Density =14 + (0.13)(43) =19.6 pcf Fascia Height Above Deck = 3.17'; hb = 36.0 psf / 19.6 pcf = 1.84'; h, =1.33' At Sides: 1„ = 43.0', hd =1.92' > 1.33; w = (8)(1.33') =10.64'; Load = (1.33')(19.6 pcf)(10.64') / 2 = 0.139 k/ft Load C of G =10.6413 = 3.5' from fascia = @ purlin At Ends: 1„ = 126.0', hd = 3.24'> 1.33'; w = (8)(1.33') = 10.64'; Load = (1.33')(19.6 pcf)(10.64') / 2 = 0.139 k/ft Load C of G = 10.64' / 3 = 3.55' from end = 8.45' from cross beams city of Wheat Ridge FASHION 1019 North Street Ottawa, Kansas 66067 (800)255-1009 CLIENT: KING SOOPERS #20 DESCRIPTION: 43'-0" X 160'-0" CANOPY Wind H,,,.x, = (3.50')(34.0')(89.3 psf) / (2) = 5313 #/col. OTM,x.;, = (5.31 kips)(18.50') = 98.30 ft -kips Wind R,.,,) = (3.50')(21.50')(89.3 pso / (5) = 1344 #/col. OTMi,._,., = (1.34 kips)(18.50') = 24.86 ft -kips Try: 16" Dia. x 0.25" Wall Pipe SHT: 9 OF 13 DATE: 03/27/17 BY: JW COLUMNS / LATERAL ANALYSIS (98.30 ft-kips)(0.6) = 58.98 ft -kips (24.86 ft-kips)(0.6) = 14.92 ft -kips P = 46.59 kips (max.) / 39.22 kips / 7.69 kips (A = 12.37 in'; I = 383.66 in4; S = 47.96 in'; r = 5.57") Wt. = 45.1 #/ft = 0.83 kips b/t = 9.0625" / 0.3125" = 29.0 = 196.6/(46)1/2; Non -compact Section kl/r = (2.0)(17.50')(12 "/ft) / 5.57" = 75.40 Fs =(0.66)(40 ksi) = 26.4 ksi fa = 46.59 kips / 12.37 in' = 3.77 ksi < 15.83 ksi f e = 39.22 kips 112.37 in= = 3.17 ksi < 15.83 ksi feoL = 7.69 kips / 12.37 in' = 0.62 ksi < 15.83 ksi fb = (58.98 ft-kips)(12 "/ft) / (47.96 in') = 14.76 ksi (0.75)[(14.76) / (26.4)(0.76) + 0.20] + 0.04 = 0.74 < 1.0 F. = 15.83 ksi 3.77 ksi / 15.83 ksi = 0.24 < 1.0 3.17 ksi / 15.83 ksi = 0.20 < 1.0 0.62 ksi / 15.83 ksi = 0.04 < 1.0 14.76 ksi / 26.4 ksi = 0.56 < 1.0 USE: 16" Dia, x 0.25" Wall Pine City of Wheat Ridge uilding Diviso III.T.T.Irm 1019 North Street SKr: 10 OF 13 Ottawa, Kansas 66067 DATE: 03/27/17 (800) 255-1009 BY: JW CLEENT: KING SOOPERS #20 DESCRIP'T'ION: ANCHOR BOLT AND BASE PLATE DESIGN -16" DIA- COLUMN f = 20" Farnuib& OTM: ovatumingmam d allowabieancborboktcmon Fb: allowableshm in plate A ancharboltwea c: c1ineofbolttocol fkee d: oolumndepth f widthofplatesem inbending k weld (kips/in) I mq'dgussetplatetocol. weld m req'd gusset to base plate weld iY #Ofbolts,teasionside t: neq'dbaseplatethickness AnchorBott Area: A = (12)(OTK / (16X2)(F,) BasePlateThickoess: t=V(6)(OTMX9.93}/(Fb(16)(10+ 12.29) City Of Wheat Ridge uilding FASHION 1019 North Street SHT: I 1 OF 13 Ottawa, Kansas 66067 DATE: 03/27/17 (800) 255-1009 BY: JW CLIENT: KING SOOPERS ##20 DESCRIPTION: 43'-0" X 160'-0" CANOPY ANCHOR BOLTS / BASE PLATES ANCHOR BOLTS AND BASE PLATES: Data: X -X Y -Y Overturning Moment (OTM): 58.98 ft -kips 14.92 ft -kips Column Size (d): 16 in. 16 in. Weld Strength —1/4" (k): 2.4 kips/in 2.4 kips/in Anchor Bolts — A307 (Fy): 20.0 ksi 20.0 ksi Anchor Bolt Area Rgq'd: A: 1.11 int 0.28 in= USE: (4) 11/4" DIA. X 2'-6" LG. (22" MIN. EMBED A) 307 ANCHOR BOLTS Base Plate Thickness: t: 0.55 in. 0.48 in. USE: 3/4" TH'K X 20" X 1'-8" BASE PLATE - GUSSETS NOT REQUIRED City of Wheat Ridge FASHION 1019 North Street Ottawa, Kansas 66067 (800) 255-1009 CLIENT: KING SOOPERS #20 DESCRIPTION: 43'-0" X 160'-0" CANOPY P = 47.42 kips PDL = 8.52 kips OTM = 58.98 ft -kips F = 47.42 kips / (4.5')2 = 2.34 ksf < 3.0 ksf* SHT: 12 OF 13 DATE: 03/27/17 BY: JW FOUNDATIONS P„ p = (0.6)(-33.4 psf)(731 sf) = -14.65 kips d = [(4.25)(58.98 ft -kips) / (6.0')(0.20)(4.50')(1.414)]u' +2.0'** = 5.73' + 2.0' = 7.73' < 8.0' USE: 4'-6" Sq. X Min. 8'-0" Da. Footings (344 vert. ea. face & 4 layers #4 both ways @ 16"c/c) F = 47.42 kips / (3.142)(2.25')2 = 2.98 ksf < 3.0 ksf* d = [(4.25)(58.98 ft -kips) / (7.0')(0.20)(4.501)]'/2+ 2.0'** =6.31'+2.0'=8.31' <9.0' USE: 4'-6" Dia. X Min. 9'-0" Dp Footings (1345 vert. around per. & #4 ties @ 12"c/c) Footing Volume = (4.5')2(8.0') = 162 ft3 or (3.142)(2.25')2(9.0') =143.1 ft3 < 162.0 ft3 (143.1 ft3)(150 pcf) = 21.47 kips Uplift = 14.65 kips — (0.6)(8.52 kips) = 9.54 kips 21.47 kips 19.54 kips = 2.25 > 1.5 THUS: Footings are OK for uplift *AIlowable soil bearing pressure is based on the geotechnical engineering report prepared by CTL 1 Thompson, Inc., Denver, CO, Project No. DN47,883-125, dated July 1, 2015. **To allow for frost depth assuming 1'-0" bury depth. Total frost depth = 3.0', City of Wheat Ridge ing Diviso CPS ?ez'slon. - 2 _ 21 Section 2jT t SHT: 13 OF 13 Section: 'i IRMC!KA B87. Date 03--20-2001 Rev-- Time 3 i _ 33 ; 09 Rev% .ley . Phone Fax Yield IFY) SO -006 Us -it weight 3_4000 Ultimate (FtL) 60-004 one TrInh = i-0000 Iftxbalus (R) 23500_000 Cts amide D _ OOGO J Override 0_0000 Pa-* r- 1 nlic=kness O.6360 20 Gage R=0 _ OOQ,. 1'":..0.0 d O I�ec}th Angle- Radius Web k Hole DiStmce 0 _5$8 180.ODO 0 _ (1625 No 0-00 0_000' 0-344- 2_964- _3442.964 270-000 0.0625 Sgt 0-00 0-t}Q0 1-48.2 15.000 0.000 8.0625 Sgt 0.00 0_g00 8.000 3_000 SO -DOG 0-0625 SSI 3_d0 o.000 1.500 1-000 0-000 0_0625 SgI. 0-00 0_000 0.500 0-740 270-0 30 0-0625 N'o 0-00 0-000 0.370 ' U?y Sraoed ovables Comp essian Positive Nome t Positive t Pace 6-0907 xa= 9-4573 Mayo 56-2127_ .ice (0_2335 i� 0.7718 lye 20.57$8 Sxe (t) 0.33-52 Bye (1) 3 _44&05 Asian a (b) 1.3987 Sye (r) 1-8738 Ta 26_1902 N° egative. Foment Negative Moment MAX0 $.5696 Metra 49-0343 Shear 13ce 0.4414 - lye 18_4039 lay . 2_7616 Sme(t) 0.1033 Syet1) 3._6345 Tax 0_2590 SreCb} 0_2857 mfr] 3_2264 City of Wheat Ridge S 1f+A Kumar &Associates, Inc. 800 Stockton Avenue, #4 Geotechnical and Materials Engineers Fort Collins, CO 805224 and Environmental Scientists phone: (970) 416-9045 -�� A C fax: (970) 416-9040 email: kaftcollins@kumarusa.com MEMBER www.kumarusa.com Office Locations: Denver (HQ), Colorado Springs, Fort Collins, and Frisco, Colorado GEOTECHNICAL ENGINEERING STUDY AND PAVEMENT THICKNESS DESIGN PROPOSED KING SOOPERS #20 FUEL FACILITY NORTHEAST CORNER OF WEST 32ND AVENUE AND YOUNGFIELD STREET WHEAT RIDGE, COLORADO Prepared By: Joshua L. Barker, P.E. Reviewed By: Ryan Kumar, Staff Engineer Prepared For: King Soopers, Inc. 65 Tejon Street Denver, Colorado 80223 Attention: Mr. Dave Seagraves any or Wheat Ridge Project No. 15-3-170 September 28, 2015 TABLE OF CONTENTS SUMMARY.................................................................................................................................1 PURPOSE AND SCOPE OF WORK..........................................................................................2 PROPOSED CONSTRUCTION..................................................................................................2 SITECONDITIONS....................................................................................................................3 SUBSURFACECONDITIONS....................................................................................................3 LABORATORYTESTING...........................................................................................................4 GEOTECHNICAL CONSIDERATIONS.......................................................................................5 FOUNDATION RECOMMENDATIONS......................................................................................5 FLOORSLABS...........................................................................................................................7 SEISMICDESIGN CRITERIA.....................................................................................................9 WATERSOLUBLE SULFATES..................................................................................................9 SURFACEDRAINAGE.............................................................................................................10 SITEGRADING........................................................................................................................10 PAVEMENT THICKNESS DESIGN..........................................................................................15 DESIGN AND CONSTRUCTION SUPPORT SERVICES.........................................................17 LIMITATIONS...........................................................................................................................17 FIG. 1 — LOCATION OF EXPLORATORY BORINGS FIG. 2 — LOGS OF EXPLORATORY BORINGS FIG. 3 — LEGEND AND NOTES FIG. 4 — SWELL -CONSOLIDATION TEST RESULTS TABLE I — SUMMARY OF LABORATORY TEST RESULTS City of Wheat Ridge Kumar & Associates, Inc. SUMMARY A total of three exploratory borings were drilled for this study. The borings encountered 4.5 to 6.5 inches of asphalt pavement at the ground surface overlying nil to 2 inches of aggregate base course. Of special note, a second 2 -inch thick layer of asphalt was encountered below the aggregate base course in Boring 1. The pavement materials were underlain by nil to about 8 feet of man -placed fill material. The fill material was in - turn underlain by natural granular soils, which extended to the explored depths ranging from about 36.5 to 45 feet below the ground surface in Borings 1 and 2. The natural soils were underlain by claystone bedrock in Boring 3 at a depth of about 19.5 feet, which continued to the explored depth of about 30 feet. Groundwater was encountered in Borings 2 and 3 at depths ranging from about 18 to 36.5 feet below the ground surface at the time of drilling. 2. Shallow spread footing foundations are feasible for the proposed kiosk. Spread footings should be designed for a net allowable bearing pressure of 3,000 psf when placed on the natural soils or properly compacted fill materials. 3. Slab -on -grade construction is also feasible at the site. 4. The following table presents the minimum pavement thickness recommendations for this facility and roadways. Additional criteria for pavement design and construction are presented herein, which include subexcavation and replacement requirements of the Pavement Subgrade materials. City or Wheat Ridge Kumar & Associates, Inc. ASPHALT THICKNESS inches LOCATION Concrete Thickness Asphalt over Base Full Depth Section Course (inches) Light Duty 5 4 over 6 5 Heavy Duty 6 4'/2 over 7 6 Additional criteria for pavement design and construction are presented herein, which include subexcavation and replacement requirements of the Pavement Subgrade materials. City or Wheat Ridge Kumar & Associates, Inc. VA PURPOSE AND SCOPE OF WORK This report presents the results of a geotechnical engineering study for the proposed King Soopers #20 Fuel Facility to be located near the northeast corner of West 32nd Avenue and Youngfield Street in Wheat Ridge, Colorado. The project site is generally shown on Fig. 1. The study was conducted for the purpose of developing recommendations for foundations, floor slabs, site grading and site pavements. The study was conducted in accordance with the scope of work presented in our Proposal No. P3-15-210 dated September 1, 2015. A field exploration program consisting of exploratory borings was conducted to obtain information on subsurface conditions. Samples of the soils obtained during the field exploration program were tested in the laboratory to determine their classification and engineering characteristics. The results of the field exploration program and laboratory testing were analyzed to develop geotechnical engineering recommendations for use in site earthwork and in design and construction of the proposed fueling facility. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on the proposed construction and the subsurface conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to construction of the proposed fuel facility are included in the report. PROPOSED CONSTRUCTION The proposed fueling facility will have a kiosk building and an overhead canopy above the product dispensing islands. The site will be paved and will have underground storage tanks located near the northeast side of the canopy structure. The kiosk building will have a footprint of approximately 10 feet by 20 feet and will be a single story in height. The overhead canopy will have dimensions of approximately 50 feet by 160 feet and will have enough ground clearance to allow vehicular access to the dispensing islands. If the proposed construction varies significantly from that described above or depicted in this report, we should be notified to reevaluate the recommendations provided herein. city of w ev;� heap R°age Kumar & Associates, Inc. 3 SITE CONDITIONS At the time of drilling, the site was partially occupied by a single story building with an asphalt paved parking lot. Retail shops were located north and west of the project site. The existing King Soopers Store #20 was located northwest of the site. The site was relatively flat near the existing building; however, moderate to steep slopes were present on the south side of the site with grade changes on the order of about 10 to 15 feet. The existing building was situated on the higher portion of the site. The lower portion of the site below the slope was near level with to slightly elevated above the West 32nd Avenue pavement. SUBSURFACE CONDITIONS The subsurface conditions at the site were explored by drilling three exploratory borings at the approximate locations shown on Fig. 1. Graphic logs of the exploratory borings are presented on Fig. 2 and a legend and notes describing the materials encountered are presented on Fig. 3 The borings encountered 4.5 to 6.5 inches of asphalt pavement at the ground surface overlying nil to 2 inches of aggregate base course. Of special note, a second 2 inch thick layer of asphalt was encountered below the aggregate base course in Boring 2. The pavement materials were underlain by nil to about 8 feet of man -placed fill material. The fill material was in -turn underlain by natural granular soils, which extended to the explored depths ranging from about 36.5 to 45 feet below the ground surface in Borings 1 and 2. The natural soils were underlain by claystone bedrock in Boring 3 at a depth of about 19.5 feet, which continued to the explored depth of about 30 feet. The man -placed fill material appeared to be reworked on-site natural soils or imported materials from a local source. The exact lateral and vertical extents and degree of compaction of the fill materials were not determined as part of this study. The existing fill materials consisted of clayey to silty sand and were fine to coarse grained, slightly moist to moist, and brown. The natural granular soils ranged from clayey to silty sand to poorly graded sand and were fine to coarse grained with occasional gravel, slightly moist to wet below the groundwater level, and brown. The natural soils appeared to transition to a cleaner sand containing gravel with depth. Gravel zones were encountered throughout the explored depths although a significant increase in gravel content appeared at depths below about 30 feet in Borings 1 and 2. The claystone'�yOf bedrock was fine to medium grained and gray. Penetration resistance values indicatethat kRidge F�, Kumar & Associates, Inc. n natural granular soils were loose to very dense while portions of the natural soils that were cohesive had very stiff consistency. The claystone bedrock was very hard. Groundwater was encountered in Borings 2 and 3 at depths ranging from about 18 to 36.5 feet below the ground surface at the time of drilling. Results of the laboratory testing are summarized on the boring logs and in the attached Summary of Laboratory Test Results, Table I. The laboratory testing was conducted in general accordance with applicable ASTM standards. Environmental Testing: As per Kroger standards, samples removed from the borings were subjected to testing by a photo ionization detector (PID) soon after sampling. The PID obtains headspace readings from the samples after they are allowed to stabilize in a sealed container for approximately one-half hour after sampling. The headspace readings obtained from the PID are indicative of the presence of volatile organic compounds present in the soil. Testing of the samples from this site indicated that there were no measureable readings at the time of drilling. Soil and groundwater samples were taken by our environmental staff. Results of that testing will be presented under separate cover in the Phase II Environmental Site Assessment that the environmental staff is preparing. LABORATORY TESTING Laboratory testing was performed on selected samples obtained from the borings to determine in-situ moisture content and dry density, Atterberg limits, and swell -consolidation characteristics. The results of the laboratory tests are shown on Fig. 4 and summarized in Table I. The testing was conducted in general accordance with recognized test procedures, primarily those of the American Society for Testing of Materials (ASTM). Swell -Consolidation: Swell -consolidation testing was conducted on a selected sample of the natural silty sand materials in order to evaluate compressibility and swell characteristics under loading and when submerged in water. The sample was prepared and placed in a confiningy of ring between porous discs, subjected to a surcharge pressure of 1,000 psf, and all MW0d1A Ridge consolidate before being submerged. The sample height was monitored until deform Apn9 Divisor, practically ceased under each load increment. Kumar & Associates, Inc. 5 Results of the swell -consolidation tests are plotted as a curve of the final strain at each increment of pressure against the log of the pressure and are presented on Fig. 4. Based on the results of the laboratory swell -consolidation testing, the sample of silty sand exhibited low consolidation potential upon wetting under a 1,000-psf surcharge pressure. It is likely that the consolidation exhibited by the sample is the result of disturbance to the sample made during the sampling operations. Index Properties: Samples were classified into categories of similar engineering properties in general accordance with the Unified Soil Classification System. This system is based on index properties, including liquid limit and plasticity index and gradation characteristics. Values for moisture content, dry density, liquid limit and plasticity index, and the percent of soil passing the U.S. No. 4 and No. 200 sieves are presented in Table I and adjacent to the corresponding sample on the boring logs. GEOTECHNICAL CONSIDERATIONS Based on the existing topography at the site, we anticipate that as much as 10-15 feet of embankment construction will be needed to bring the southern portion of the site up to the final grade. Shallow foundations on deep fills can settle beyond normally accepted tolerances, even if the backfill is properly compacted. Based on experience, properly compacted fill can be expected to consolidate by approximately 0.5% of the fill height, with the majority of consolidation taking place during construction. Assuming that the structures are able to accommodate slight additional movements in excess of normally accepted tolerances, we have provided recommendations for a shallow spread footing foundation system. If it is determined that the structures will not be able to tolerate this magnitude of movement, a deep foundation system consisting of straight -shaft drilled piers or screw piles should be considered. FOUNDATION RECOMMENDATIONS Considering the subsurface conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the proposed kiosk and canopy structures be founded on spread footings placed directly on the undisturbed natural soils or properly'\ compacted structural fill material extending to undisturbed natural soils. In no case shoul�the�tR\._e footings be placed on the existing undocumented fill materials. n r �yu�\ding Kumar & Associates, Inc. 0 The design and construction criteria presented below should be observed for a spread footing foundation system. The construction details should be considered when preparing project documents. 1. Footings placed on natural soils or properly compacted structural fill material extending to undisturbed natural soils should be designed for a net allowable bearing pressure of 3,000 psf. Structural fill material type and placement recommendations are provided in the "Site Grading" section of this report. 2. Spread footings placed on structural fill should have a minimum footing width of 16 inches for continuous footings and of 24 inches for isolated pads. 3. Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below the exterior grade is typically used in this area. 4. The lateral resistance of a spread footing placed on properly compacted structural fill material will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.35. Passive pressure against the sides of the footings can be calculated using an equivalent fluid unit weight of 195 pcf. The above values are working values. Structural fill placed against the sides of footings and grade beams to resist lateral loads should be compacted according to the criteria presented under "Site Grading" for foundation wall backfill. 5. Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 10 feet. 6. Areas of existing fill, loose and/or soft material, or deleterious substances encountered within footing excavations should be removed and replaced with structural fill material compacted to the criteria presented under "Site Grading". New fill should extend down`�`6re from the edges of the footings at a 1 horizontal to 1 vertical projection. vyr Kumar & Associates, Inc. 7 7. Care should be taken when excavating the foundations to avoid disturbing the supporting materials. 8. A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement. Canopy Foundation: We recognize that fuel facility canopy foundations are typically constructed as 4 to 6 foot diameter drilled footings. Drilled footings for canopy structures are typically designed to resist downward and upward axial forces as well as significant lateral forces. If drilled footings are used in lieu of traditional footings, the drilled footings may be designed for a net allowable bearing pressure of 3,000 psf for footings placed directly on the natural soils or properly compacted fill. Additionally, a skin friction value of 150 psf may be used in design based on the interaction between the soil and sides of the drilled footing for use as axial support. FLOOR SLABS Based on the characteristics of the materials encountered, we believe slab -on -grade construction may be used for the project, provided that the risk of distress is recognized and accepted by the owner, and the following measures are taken to reduce the damage which could result from movement should the underslab materials be subjected to excessive moisture increases. The intent of our recommendations is to provide for a condition where there is a good chance slab movements will not exceed 1 inch and it is unlikely they will exceed 2 inches unless extreme wetting is allowed. Barring unforeseen events, we do not believe extreme wetting is likely to occur if the surface drainage and irrigation recommendations presented in this report are followed. It is also very important to provide the recommended isolation between the structure and the slab -on -grade floors to reduce damage in the event that heaving occurs. It should be noted that there is an increased risk of floor slab movements if existing fill materials are left in place below floor slabs. We are unable to predict the total magnitude of movement for floor slabs constructed over existing (undocumented) fills; however, providing a layer of properl compacted fill will reduce the risk and potential total magnitude of movements. If the O ner i willing to accept some risk of floor slab movements, we recommend the existing soils be,,edge overexcavated to a depth of at least 2 feet below the floor slab subgrade elevation and repINde'd with moisture conditioned on-site overburden soils. All fill materials for support of floor slabs' Kumar & Associates, Inc. PQ should be placed and compacted according to the material and placement criteria presented in the "Site Grading" section of this report. The following measures should be taken to reduce damage which could result from movement should the underslab materials be subjected to moisture changes. 1. Floor slabs should be separated from all bearing walls and columns with expansion joints that allow unrestrained vertical movement. 2. Interior nonbearing partitions resting on floor slabs should be provided with slip joints so that, if the slabs move, the movement cannot be transmitted to the upper structure. This detail is also important for wallboards, stairways and door frames. Slip joints which will allow at least 2 inches of vertical movement are recommended. If wood or metal stud partition walls are used, the slip joints should preferably be placed at the bottoms of the walls so differential slab movement won't damage the partition wall. If slab bearing masonry block partitions are constructed, the slip joints will have to be placed at the tops of the walls. If slip joints are provided at the tops of walls and the floors move, it is likely the partition walls will show signs of distress, such as cracking. An alternative, if masonry block walls or other walls without slip joints at the bottoms are required, is to found them on grade beams and piers and to construct the slabs independently of the foundation. If slab bearing partition walls are required, distress may be reduced by connecting the partition walls to the exterior walls using slip channels. Floor slabs should not extend beneath exterior doors or over foundation grade beams, unless saw cut at the beam after construction. 3. Floor slab control joints should be used to reduce damage due to shrinkage cracking. Joint spacing is dependent on slab thickness, concrete aggregate size, and slump, and should be consistent with recognized guidelines such as those of the Portland Cement Association (PCA) or American Concrete Institute (ACI). We suggest joints be provided on the order of 12 to 15 feet apart in both directions. The requirements for s ,;ity of reinforcement should be established by the designer based on experience and the intended slab use.'�',eat Ridcte ; Building Div�sa�i.' Kumar & Associates, Inc. 4 4. If moisture -sensitive floor coverings will be used, mitigation of moisture penetration into the slabs, such as by use of a vapor barrier, may be required. If an impervious vapor barrier membrane is used, special precautions will be required to prevent differential curing problems which could cause the slabs to warp. This topic is addressed by ACI 302.1 R. 5. All plumbing lines should be tested before operation. Where plumbing lines enter through the floor, a positive bond break should be provided. Flexible connections should be provided for slab -bearing mechanical equipment. The precautions and recommendations itemized above will not prevent the movement of floor slabs if the underlying materials are subjected to moisture increases; however, the precautions should reduce the damage if such movement occurs. SEISMIC DESIGN CRITERIA The project site is located in a low seismic activity area. The soil profile generally consists of clayey and granular overburden material overlying claystone bedrock. The IBC design Soil Profile Type for the overburden materials on the site will classify as IBC Site Class D. The IBC design Soil Profile Type for the claystone bedrock on the site will classify as IBC Site Class C. Given the variable bedrock depth and the weighted average driving resistance for the overburden soils, an IBC seismic Site Class D should be used for the design of structures on this site. Based on the subsurface profile, site seismicity, and assumed depths of excavation, liquefaction is not a design consideration. WATER SOLUBLE SULFATES The concentration of water soluble sulfates measured in a sample of natural sandy lean clay obtained from the exploratory borings was 0.03%. This concentration of water soluble sulfates represent a Class 0 severity exposure to sulfate attack on concrete exposed to these materials. The degree of attack is based on a range of Class 0, Class 1, Class 2, and Class 3 severity exposure as presented in ACI 201.2R. Ir City of Based on the laboratory test results, we believe special sulfate resistant cement williree�ial Ridge not be required for concrete exposed to the on-site soils. \Building Divison Kumar & Associates, Inc. 10 SURFACE DRAINAGE Proper surface drainage is very important for acceptable performance of the building during construction and after the construction has been completed. Drainage recommendations provided by local, state and national entities should be followed based on the intended use of the structure. The following recommendations should be used as guidelines and changes should be made only after consultation with the geotechnical engineer. 1. Excessive wetting or drying of the foundation and slab subgrades should be avoided during construction. 2. Care should be taken when compacting around the foundation walls and underground structures to avoid damage to the structure. Hand compaction procedures, if necessary, should be used to prevent lateral pressures from exceeding the design values. 3. The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas. Site drainage beyond the 10 -foot zone should be designed to promote runoff and reduce infiltration. A minimum slope of 3 inches in the first 10 feet is recommended in the paved areas. These slopes may be changed as required for handicap access points in accordance with the Americans with Disabilities Act. 4. Ponding of water should not be allowed in backfill material of in a zone within 10 feet of the foundation walls, whichever is greater. 5. Backfill material should meet the requirements stated in the "Site Grading" Section of the report. 6. Roof downspouts and drains should discharge well beyond the limits of all backfill. city Ot SITE GRADING VVeat Ridge �d Site Preparation: Based on our understanding of the proposed construction and observed site -„itding Divison.` topography, site grading over most of the site is expected to consist of minor cuts and fills; Kumar & Associates, Inc. although the southern portion of the site will likely require fill embankment construction as high as about 10 to 15 feet. Material types encountered during site grading will generally consist of clayey and granular soils. These materials can be excavated during site grading operations with heavy duty earth moving equipment. The existing on-site natural soils should be suitable for use as general site fill and as structural fill beneath foundations and slabs, provided they do not contain organic material or other deleterious material. Temporary Excavations and Dewatering: Temporary excavations should be constructed in accordance with OSHA requirements, as well as state, local and other applicable requirements. Site excavations will generally encounter clayey soils classifying as OSHA Type B soils and granular soils classifying as OSHA Type C soils. Excavations encountering loose granular soils, or groundwater, will require much shallower side slopes than those allowed by OSHA and/or temporary shoring. Excavated slopes may soften due to construction traffic and erode from surface runoff. Measures to keep surface runoff from excavation slopes, including diversion berms, should be considered. Cut and Fill Slopes: Permanent unretained cuts in the overburden soils and fill slopes up to 15 feet high should be constructed at a 2H:1 V (horizontal to vertical) or flatter inclination for stability purposes and at a 3H:1 V or flatter inclination for limiting the potential for erosion. If groundwater seepage is encountered during or prior to cut slope excavation, a stability evaluation should be conducted to determine if the seepage would adversely affect the cut. Material Specifications: Unless specifically modified in the preceding sections of this report, the following recommended material and compaction requirements are presented for compacted fills on the project site. A geotechnical engineer should evaluate the suitability of all proposed fill materials for the project prior to placement. City of 1. Structural Fill beneath Foundations, Slab -on -Grade Floors, and Settlement -Sensitive Exterior Flatwork: Structural fill should consist of on-site soils, or imported non -Ridge expansive granular soils with a maximum of 60% passing the No. 200 sieve, a maximum�iViso„ ` -1 __,� Kumar & Associates, Inc. 12 liquid limit of 30, and a maximum plasticity index of 12. Imported fill source materials not meeting these criteria may be acceptable if they meet the swell criteria presented in Item 5 below. 2. Pipe Bedding Material: Pipe bedding material should be a free draining, coarse-grained sand and/or fine gravel. 3. Utility Trench Backfill: Materials excavated from the utility trenches may be used for trench backfill above the pipe zone fill provided they do not contain unsuitable material or particles larger than 4 inches and can be placed and compacted as recommended herein. 4. Base Course: Base course material used on the site, if needed, should consist of material that meets CDOT Class 5 or Class 6 Aggregate Base Course Criteria. 5. Material Suitability: All fill material should be a non -expansive soil free of vegetation, brush, sod, trash, debris, and other deleterious substances. Fill materials should not contain rocks or lumps having a diameter of more than 4 inches. Fill material should be considered non -expansive if the swell potential of the material, when remolded to 95% of the standard Proctor (ASTM D 698) maximum dry density at optimum moisture content does not exceed '/2% when wetted under a 200 psf surcharge pressure. If grading is performed during times of freezing weather, the fill should not contain frozen materials. If the subgrade is allowed to freeze, all frozen material should be removed prior to additional fill placement for footing, slab, or pavement construction. Based on the data from the borings and results of the laboratory testing, the on-site soils should be suitable for reuse as general site fill. Compaction Requirements: We recommend the following compaction criteria be used on the project: 1. Moisture Content: Fill materials should be compacted at moisture contents between optimum and 3 percentage points above the optimum moisture content for clayey soils iqe uilding Diviso Kumar & Associates, Inc. 13 and within 2 percentage points of the optimum moisture content for predominantly granular materials. 2. Placement and Degree of Compaction: Unless otherwise defined herein, compacted fill should be placed in maximum 8 -inch thick loose lifts. The following compaction criteria should be followed during construction: 3. Subgrade Preparation: Areas receiving new fill should be prepared as recommended in specific sections of this report to provide a uniform base for fill placement. All other areas to receive new fill not specifically addressed herein should be scarified to a depth of at least 8 inches and recompacted to at least 95% of the standard Proctor (ASTM D 698) maximum dry density at moisture contents recommended above. Subgrade preparation should include proofrolling with a heavily loaded pneumatic -tired vehicle or a heavy, smooth -drum vibratory roller compactor. Areas that deform excessively during proofrolling should be removed and replaced to achieve a reasonably stable subgrade prior to placement of compacted fill or slabs, flatwork or pavements. Site grading should be planned to provide positive surface drainage away from all building and parking areas. The buildings and parking areas should be placed as high as possible on the site so that positive drainage away from these features can be provided. Surface diversion, features should be provided around parking areas to prevent surface runoff from flowing acrossof the paved surfaces. Kumar & Associates, Inc. Wheat Ridge Diviso Percentage of Maximum Standard Proctor Density FillLocation.....................................................................................(ASTM D-698) Beneath Spread Footing Foundations.......................................................... 100% Adjacentto Foundations................................................................................. 95% Beneath Floor Slabs, Settlement -Sensitive Flatwork Areas, and Pavements Fill less than 8 feet below subgrade elevation .......................................... 95% Fill more than 8 feet below subgrade elevation ..................................... 100% Utility Trenches Less Than 8 feet below subgrade elevation ............................................. 95% More Than 8 feet below subgrade elevation .......................................... 100% Landscape and Other Areas........................................................................... 90% AggregateBase Course................................................................................ 95%* - Aggregate Base Course should be compacted to at least 95% of the modified Proctor maximum dry density (ASTM D1557) 3. Subgrade Preparation: Areas receiving new fill should be prepared as recommended in specific sections of this report to provide a uniform base for fill placement. All other areas to receive new fill not specifically addressed herein should be scarified to a depth of at least 8 inches and recompacted to at least 95% of the standard Proctor (ASTM D 698) maximum dry density at moisture contents recommended above. Subgrade preparation should include proofrolling with a heavily loaded pneumatic -tired vehicle or a heavy, smooth -drum vibratory roller compactor. Areas that deform excessively during proofrolling should be removed and replaced to achieve a reasonably stable subgrade prior to placement of compacted fill or slabs, flatwork or pavements. Site grading should be planned to provide positive surface drainage away from all building and parking areas. The buildings and parking areas should be placed as high as possible on the site so that positive drainage away from these features can be provided. Surface diversion, features should be provided around parking areas to prevent surface runoff from flowing acrossof the paved surfaces. Kumar & Associates, Inc. Wheat Ridge Diviso 14 Removal of Existing Structures: As indicated, the site is currently occupied by an existing single story building. All foundation elements and existing concrete slabs should be removed during the demolition process. We also recommend that existing utilities, which will not be used for the new facility, be removed within the kiosk structure footprint. Backfill placed in areas of removed foundations should be compacted to the moisture and density requirements previously provided. The existing pavement or foundation materials may be reused as fill materials if they can be crushed or pulverized such that the maximum particle size passes a 1'/2 inch sieve. We recommend that recycled on-site materials be dispersed throughout the fill and placed such that concentrations of the recycled material are not created. Underground Storage Tank Considerations: We assume that the site excavations will be constructed by generally over -excavating the side slopes to a stable configuration where enough space is available. All excavations should be constructed in accordance with OSHA requirements, as well as state, local and other applicable requirements. Excavated slopes may loosen due to construction traffic and erode from surface runoff. Measures to keep surface runoff from excavation slopes, including diversion berms, should be considered. We believe the excavation for the storage tanks can be dewatered, if necessary, during construction using perimeter trenches combined with sumps. The trenches should be sloped to sumps where water can be pumped from the excavation. It should be noted that the underlying soils near the proposed base of the storage tanks are granular in nature. It is possible that these soils will have a high permeability and therefore a high groundwater flow rate into the excavation. The contractor should be prepared to handle significant dewatering volumes if the excavation extends well below the groundwater level. In our opinion, excavation of the overburden soils should be possible with conventional hydraulic excavation equipment. City of Our experience is that underground storage tanks are typically backfilled with at`granuJ��rRidge bedding material to ease and speed installation. We recommend that granular bedding material Divisor Kumar & Associates, Inc. 15 be compacted in accordance with the tank manufacturer's requirements or to at least 75% relative density (ASTM D 4253 and ASTM D 4254). Special care should be taken to provide adequate compaction below the haunches of the tank using a concrete vibrator, vibratory plates or other light compaction equipment as needed. In confined areas where compaction is difficult, placement of a cementitious flow fill around the tank(s) should be considered. PAVEMENT THICKNESS DESIGN A pavement section is a layered system designed to distribute concentrated traffic loads to the subgrade. Performance of the pavement structure is directly related to the physical properties of the subgrade soils and traffic loadings. Soils are represented for pavement design purposes by means of a soil support value for flexible pavements and a modulus of subgrade reaction for rigid pavements. Both values are empirically related to strength. Subgrade Materials: Based on the results of the field and laboratory studies, the majority of the subgrade materials at the site classify as A-2-4 with group indices of 0 in accordance with the American Association of State Highway and Transportation Officials (AASHTO) classification. For design purposes, a subgrade resilient modulus of 5,000 psi for flexible pavements and a modulus of subgrade reaction of 30 psi was selected for rigid pavements. Design Traffic: Since anticipated traffic loading information was not available at the time of this report preparation, an 18 -kip equivalent single axle loading (ESAL) value of 73,000 was assumed for the paved parking surfaces and an ESAL of 219,000 was assumed for truck routes. The values are selected based on our past experience for facilities of this nature. The Kroger Site Development Standards identify a "Light Duty" and a "Heavy Duty" pavement thickness requirement for projects constructed under their jurisdiction. We believe that the ESAL values of 73,000 and 219,000 should be considered to classify as Light Duty and Heavy Duty pavement sections, respectively. The Heavy Duty pavement section should be constructed in locations of heavy vehicular traffic movements such as truck and tanker routes. If estimated daily traffic volumes for the facility are known to be different from those assumed, we should be provided with this information in order to reevaluate the pavement sections M provided below. Kumar & Associates, Inc. 16 Pavement Thickness: The following table presents the minimum pavement thickness recommendations for this facility. Truck loading dock areas and other areas where truck turning movements are concentrated should be paved with 7 inches of Portland cement concrete. The concrete pavement should contain sawed or formed joints to '/4 of the depth of the slab at a maximum distance of 15 feet on center. Concrete pavements may be a suitable alternative for parking lots, fuel center and delivery areas. The above Portland cement concrete pavement thicknesses are presented as un -reinforced slabs. Based on projects with similar heavy vehicular loading, we recommend that dowels be provided at transverse and longitudinal joints within the slabs located in the travel lanes of heavily loaded vehicles. Additionally, curbs and/or pans should be tied to the slabs. The dowels and tie bars will help minimize the risk for differential movements between slabs to assist in more uniformly transferring axle loads to the subgrade. The Colorado Department of Transportation (CDOT) provides some guidance on dowel and tie bar placement in the current Standard Specifications for Road and Bridge Construction as well as in the current Standard Plans: M&S Standards. It is critical to the performance of the concrete pavement that the joints are properly sealed and maintained to minimize the infiltration of surface water, especially if dowels and tie bars are not installed. Subgrade Preparation: The fill material used below pavement sections should consist of the on- site overburden soils or imported non -expansive soils. Within a time period of less than 48 hours prior to placing the pavement section, the e subgrade area should be scarified to a depth of 8 inches, adjusted to a moisture content @Qp5t optimum and compacted to 95% of the standard Proctor maximum dry density. The pavement, dge subgrade should be proofrolled with a heavily loaded pneumatic -tired vehicle. Pavement design ,icon procedures assume a stable subgrade. Areas which deform excessively under heavy wheel -,'/ Kumar & Associates, Inc. ASPHALT THICKNESS (inches) Concrete Thickness Full Depth Section Asphalt over Base LOCATION (inches) Course Light Duty 5 4 over 6 5 Heavy Duty 6 4'/2 over 7 6 Truck loading dock areas and other areas where truck turning movements are concentrated should be paved with 7 inches of Portland cement concrete. The concrete pavement should contain sawed or formed joints to '/4 of the depth of the slab at a maximum distance of 15 feet on center. Concrete pavements may be a suitable alternative for parking lots, fuel center and delivery areas. The above Portland cement concrete pavement thicknesses are presented as un -reinforced slabs. Based on projects with similar heavy vehicular loading, we recommend that dowels be provided at transverse and longitudinal joints within the slabs located in the travel lanes of heavily loaded vehicles. Additionally, curbs and/or pans should be tied to the slabs. The dowels and tie bars will help minimize the risk for differential movements between slabs to assist in more uniformly transferring axle loads to the subgrade. The Colorado Department of Transportation (CDOT) provides some guidance on dowel and tie bar placement in the current Standard Specifications for Road and Bridge Construction as well as in the current Standard Plans: M&S Standards. It is critical to the performance of the concrete pavement that the joints are properly sealed and maintained to minimize the infiltration of surface water, especially if dowels and tie bars are not installed. Subgrade Preparation: The fill material used below pavement sections should consist of the on- site overburden soils or imported non -expansive soils. Within a time period of less than 48 hours prior to placing the pavement section, the e subgrade area should be scarified to a depth of 8 inches, adjusted to a moisture content @Qp5t optimum and compacted to 95% of the standard Proctor maximum dry density. The pavement, dge subgrade should be proofrolled with a heavily loaded pneumatic -tired vehicle. Pavement design ,icon procedures assume a stable subgrade. Areas which deform excessively under heavy wheel -,'/ Kumar & Associates, Inc. 17 loads are not stable and should be removed and replaced to achieve a stable subgrade prior to paving. Drainage: The collection and diversion of surface drainage away from paved areas is extremely important to the satisfactory performance of pavement. Drainage design should provide for the removal of water from paved areas and prevent the wetting of the subgrade soils. DESIGN AND CONSTRUCTION SUPPORT SERVICES Kumar & Associates, Inc. should be retained to review the project plans and specifications for conformance with the recommendations provided in our report. We are also available to assist the design team in preparing specifications for geotechnical aspects of the project, and performing additional studies if necessary to accommodate possible changes in the proposed construction. We recommend that Kumar & Associates, Inc. be retained to provide observation and testing services to document that the intent of this report and the requirements of the plans and specifications are being followed during construction, and to identify possible variations in subsurface conditions from those encountered in this study so that we can re-evaluate our recommendations, if needed. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering practices in this area for exclusive use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon data obtained from the exploratory borings at the locations indicated on Fig. 1, and the proposed construction. This report may not reflect subsurface variations that occur between the explorations, and the nature and extent of variations across the site may not become evident until site grading and excavations are performed. If during construction, fill, soil, rock or water conditions appear to be different from those described herein, Kumar & Associates, Inc. should be advised at once so that a re- evaluation of the recommendations presented in this report can be made. Kumar & Associa es, Inc. is not responsible for liability associated with interpretation of subsurface data by others. City of Wheat Ridge uiiding Kumar & Associates, Inc. IN The scope of services for this project does not include any environmental assessment of the site or identification of contaminated or hazardous materials or conditions. If the owner is concerned about the potential for such contamination, other studies should be undertaken. JLB/jw cc: Book, file City of Wheat Ridge Kumar & Associates, Inc. p �o ellll z I OD 2 / PARCEL G LOT 2 APPLEWOOD VILLAGE EXISTING BLDG. (APPROX.) 90. i N 89457'47" E178. PROPOSED O—® OVERHEAD BORING 1-8 a —I PROPOSED UST CANOPY LOT 19 \` ____ APPLEWOOD VILLAGE xi ,::7 'o � I1 � 1 i P ro �� _ � 's.. Nl <p� I•�j m EP co co PROPOSED a re. °I KIOSK p a—[Lj0 BORING 2 ` ® - LOT 20 v I APPLEWOOD VILLAGE U TF � m Qf z 4 bQ! I ez 1 - of N 89'29'29� 155.00' @11p A C1L I - - — - - — -m 25. 0' - - — - — S$9 9"4T y EXISTING 1 PARKING ° BORING 3 LOT LOT 19 �APPLEWOOD VILLAGE 00--T -- iil —% n p ` e LOT 24 LOT 23 I m A PPLEWOOD VILLAGE APPLEWOOD VILLAGE I ■ ■ 27W 58.35 N 88' 13'59" W 72.07' y N ;3T,7,:--w-- a N W 32ND AVE (I} e _-- SOUTH LINE NW 1/4 SEC 29 N 89' 29 '29__F____� --- APPROXIMATELY 700 FEET TO YOUNGFIELD STREET 25 0 25 50Y Cit I APPROXIMATE SCALE—FEET ./l0000 a Q 15-3-170 Kumar & Associates LOCATION OF EXPLORATORY BORINGSc;,:,1. I> E t BORING 1 BORING 2 BORING 3 0 (4�2 (6.5) (6.5) 0 .. 2 21/12 24/12 34/12 19/12 12/12 13/12 WC= 10.0 WC=1 6.6 WC=8.0 DD=90.0 X +4=10 DD=1 10.0 5 +4=10 x– 200=25 +4=3 5 –200=19 L=29 –200=21 NV P1=6 NV NP WSS=0.03 NP A-2-4 (0) A-2-4 (0) A-2-4 (0) 17/12 16/12 11/12 10 10 19/12 26/12 14/12 15 15 w - w w j 20/12 50/5 21/12 w x 20 20— 0 CL a CL w p w p 41/12 33/12 50/6 25 25 BOUNCE 50/6 30 30- BOUNCE 50/1 35 35 50/5 40 40 145 45 City of Wheat Ridg 15-3-170 Kumar & Associates LOGS OF EXPLORATORY BORINGS :'I "`lpi2J. D�iso , LEGEND (4.5) 1 ASPHALT, THICKNESS IN INCHES SHOWN IN PARENTHESES TO LEFT OF THE LOG. (2) D�.I BASE COURSE, THICKNESS IN INCHES SHOWN IN PARENTHESES TO LEFT OF THE LOG. FILL: CLAYEY TO SILTY SAND (SC TO SM), OCCASIONAL GRAVEL, FINE TO COARSE GRAINED, MOIST, BROWN TO BLACK CLAYEY TO SILTY SAND (SC TO SM), OCCASIONAL GRAVEL, FINE TO COARSE GRAINED, MEDIUM DENSE TO VERY DENSE OR VERY STIFF, SLIGHTLY MOIST TO WET BELOW THE GROUNDWATER LEVEL, LIGHT BROWN TO BROWN. GRAVEL APPEARED TO BECOME MORE FREQUENT BELOW ABOUT 30 FEET IN BORINGS 1 AND 2. POORLY GRADED SAND TO POORLY GRADED SAND WITH SILT (SP TO SP -SM), OCCASIONAL GRAVEL, FINE TO COARSE GRAINED, MOIST TO WET BELOW THE GROUNDWATER LEVEL, LIGHT BROWN TO BROWN ' CLAYSTONE BEDROCK, FINE TO MEDIUM GRAINED, VERY HARD, MOIST, GRAY. DRIVE SAMPLE, 2 -INCH I.D. CALIFORNIA LINER SAMPLE. 21/12 DRIVE SAMPLE BLOW COUNT. INDICATES THAT 21 BLOWS OF A 140 -POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE THE SAMPLER 12 INCHES. FINDICATES PERFORATED PVC PIPE INSTALLED IN BORING TO DEPTH SHOWN. Q — DEPTH TO WATER LEVEL ENCOUNTERED AT THE TIME OF DRILLING. NOTES 1. THE EXPLORATORY BORINGS WERE DRILLED ON SEPTEMBER 18, 21, AND 22, 2015 WITH 7.5 -INCH DIAMETER CONTINUOUS FLIGHT OR HOLLOW STEM POWER AUGERS. 2. THE LOCATIONS OF THE EXPLORATORY BORINGS WERE MEASURED APPROXIMATELY BY PACING FROM FEATURES SHOWN ON THE SITE PLAN PROVIDED. 3. THE ELEVATIONS OF THE EXPLORATORY BORINGS WERE NOT MEASURED AND THE LOGS OF THE EXPLORATORY BORINGS ARE PLOTTED TO DEPTH. 4. THE EXPLORATORY BORING LOCATIONS SHOULD BE CONSIDERED ACCURATE ONLY TO THE DEGREE IMPLIED BY THE METHOD USED. 5. THE LINES BETWEEN MATERIALS SHOWN ON THE EXPLORATORY BORING LOGS REPRESENT THE APPROXIMATE BOUNDARIES BETWEEN MATERIAL TYPES AND THE TRANSITIONS MAY BE GRADUAL. 6. GROUNDWATER LEVELS SHOWN ON THE LOGS WERE MEASURED AT THE TIME AND UNDER CONDITIONS INDICATED. FLUCTUATIONS IN THE WATER LEVEL MAY OCCUR WITH TIME. 7. LABORATORY TEST RESULTS: WC = WATER CONTENT (%) (ASTM D 2216); DO = DRY DENSITY (pcf) (ASTM D 2216); +4 = PERCENTAGE RETAINED ON NO. 4 SIEVE (ASTM D 422); -200= PERCENTAGE PASSING NO. 200 SIEVE (ASTM D 1140); LL = LIQUID LIMIT (ASTM D 4318); PI = PLASTICITY INDEX (ASTM D 4318); NP = NON -PLASTIC (ASTM D 4318); WSS = WATER SOLUBLE SULFATES (%) (CP -L 2103); A-2-4 (0) = AASHTO CLASSIFICATION (GROUP INDEX) (AASHTO M 145). 15-3-170 1 Kumar & Associates LEGEND AND NOTES city of Whea1Ri ge Fig. 3 ,,, 0 —2 -j —3 w 3 rn —4 z O a J —5 (n Z O U —6 —7 I SAMPLE OF: Silty Sand (SM) FROM: Boring 1 @ 4' WC = 10.0%, DD = 90.0 pcf —200 = 19%, NV, NP * ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO WETTING i Y - These lest results apply only to the ! j s mpl o tested. The testingg report hm tte shall t be produ d. cept in toll, without the tt.n approval of Kumar and Associates, Inc. Swell Consolidation testing performed in c=areen.. mth ASTM 0-4546. 1.0 APPLIED PRESSURE — KSF 10 100 City Wheat 15-3-170 Kumar & Associates SWELL—CONSOLIDATION TEST RESULT Fig. 4 U) T C) '- O U N O O LL N a) L 3 O) LL D O 2 O CVS .L... N N - CTN a) O a) a) O L L Cn a) a) 0) fL D_ CL) N Y (n N E > o m a 'a) z ZE m a)' U U C%) X a) a) a) a) m U H 0 6 Cn C (n 0 -0 U) O C C m a) _ m _ - - cn in 0 U LL CL O 0 C x 0 0 0 2 o a) vvv m C N N N QQQ O Q Q Q N m U N Q) ( M @ 7 m o O O O U) U) i E �o z COz J O V a cn 0-'F ZNZ Q J J CT O C CO a) U .N N > O) LO a) m O a) CN N aaz� 0 CO C CD r- 0 m m m C� mo ooM C� v o 7� N U 0 O C O z p p rn 3 O .N C o O CD CO z g° Cj L2u2 i4 to V M M p O N N N N m LL C L O d a) v p O J Q) E m U IL— E I,00 � N M City of Wheat Ridge uilding COMcheck Software Version 4.0.4.1 Exterior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Exterior Lighting Zone Construction Site: 32nd Avenue & Youngfield Street Wheat Ridge, CO 80033 Allowed Exterior Lighting Power A Area/Surface Category 2012 IECC King Soopers Fuel #20 New Construction 2 (Neighborhood business district) Owner/Agent: Dave Seagraves King Soopers 65 Tejon Street Denver, CO 80223 (303) 778-3134 Dave.Seagraves@kroger.com B Quantity Designer/Contractor: Davejones Galloway & Company, Inc. 6162 S. Willow Drive Suite 320 Greenwood Village, CO 80111 (303)770-8884 Davejones@gallowayus.com C D E Allowed Tradable Allowed Watts Watts / Unit Wattage (B X C) Free standing/attached sales canopy 6880 ft2 0.6 Yes 4128 Total Tradable Watts (a) = 4128 Total Allowed Watts = 4128 Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Free standing/attached sales canopy (6880 ft2): Tradable Wattage LED 1: Other: LED 2: Other: LED 3: Other: LED 4: Other: B C D E Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 18 114 2052 1 18 18 18 36 648 8 75 600 Total Tradable Proposed Watts = 3318 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 'tis ly ith any applicable mandatory requirements listed in the Inspection Checklist. 6 sT- DAVID L JONES /pf?4A1e&L c 0.0 + ° °ff ° . , 51l1j 1,017 Name - Title /A Signature �ow� f Cary�AN/% ; C, Date s 3(GjR 254 City of (Wheat Riricg Project Title: King Soopers Fuel #20 Rep date: 05/16/17 Data filename: Untitled.cck Idingi[bfiiso5 COMcheck Software Version 4.0.4.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # & Re .ID Plan Review Complies? Comments/Assumptions C103.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR811 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the exterior lighting ❑Not Applicable and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C406 Plans, specifications, and/or ❑Complies Requirement will be met. [PR9]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the additional energy ❑Not Applicable efficiency package options. Additional Comments/Assumptions: City of 11 High Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Wheat Ridge Project Title: King soopers Fuel #20 Report Data filename: Untitled.cck P; Section # & Re .ID Rough -In Electrical Inspection Complies? Comments/Assumptions C405.2.4 Automatic lighting controls for exterior ❑Complies Requirement will be met. [EL25]2 lighting installed. ❑Does Not ❑Not Observable ❑Not Applicable C405.6 Exterior grounds lighting over 100 W ❑Complies Requirement will be met. [EL24]1 provides >60 Im/W unless on motion ❑Does Not sensor or fixture is exempt from scope ❑Not Observable of code or from external LPD. ❑Not Applicable Additional Comments/Assumptions: High Impact (Tier 1) Project Title: King Soopers Fuel #20 Data filename: Untitled.cck City of Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) ( ,/heat Ridge. Report date: 05/16/1 Section # Final Inspection Complies? Comments/Assumptions & Req.1113 C405.6.2 Exterior lighting power is consistent ❑Complies See the Interior Lighting fixture schedule for values. [F119]1 with what is shown on the approved ❑Does Not lighting plans, demonstrating ❑Not Observable proposed watts are less than or equal ❑Not Applicable to allowed watts. C408.3 Lighting systems have been tested to ❑Complies Requirement will be met. [17148]1 ensure proper calibration, adjustment, ❑Does Not programming, and operation. ❑Not Observable ❑Not Applicable C406 Efficient HVAC performance, efficient ❑Complies Requirement will be met. [17134]1 lighting system, or on-site supply of ❑Does Not renewable energy consistent with ❑Not Observable what is shown the approved plans. ❑Not Applicable Additional Comments/Assumptions: Project Title: King Soopers Fuel #20 Data filename: Untitled.cck (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Reportdate: 05/16/17 Page " ,4 of 5 Project Title: King Soopers Fuel #20 Re Data filename: Untitled.cck C®Mcheck Software Version 4.0.6.0 Envelope Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Kroger / King Soopers Location: Aurora, Colorado Climate Zone: 5b Project Type: New Construction Vertical Glazing / Wall Area: 14% Construction Site: Owner/Agent: Designer/Contractor: Aurora, CO King Soopers Ralph Hibberd A Division of Kroger Company Sagebrush Building Systems 65 Tejon Street 909 N. Wheeling Denver, CO 80223 Tulsa, OK Building Area Floor Area 1 -Retail : Nonresidential 173 Additional Efficiency Package Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Envelope Assemblies Assembly Roof 1: Metal Building, Standing Seam, Double Insulation Layer with Thermal Blocks (d), [Bldg. Use 1 - Retail] Floor 1: Slab -On -Grade: Unheated, Vertical 2 ft., [Bldg. Use 1 - Retail] (c) NORTH Exterior Wall 3: Steel -Framed, 16" o.c., [Bldg. Use 1 - Retail] Window 3: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID N/A, SHGC 0.40, PF 1.00, [Bldg. Use 1 - Retail] (b) EAST Exterior Wall 4: Steel -Framed, 16" o.c., [Bldg. Use 1 - Retail] SOUTH Exterior Wall 1: Steel -Framed, 16" o.c., [Bldg. Use 1 - Retail] Window 1: Metal Frame:Double Pane, Perf. Specs.: Product ID N/A, SHGC 0.40, PF 1.00, [Bldg. Use 1 - Retail] (b) Door 1: Insulated Metal, Swinging, [Bldg. Use 1 - Retail] WEST Exterior Wall 2: Steel -Framed, 16" o.c., [Bldg. Use 1 - Retail] Window 2: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID N/A, SHGC 0.40, PF 1.00, [Bldg. Use 1 - Retail] (b) Gross Area Cavity Cont. Proposed Budget U - or R -Value R -Value U -Factor Factor(a) Perimeter 174 19.0 5.0 0.058 0.035 59 -- 10.0 0.540 0.540 203 13.0 10.0 0.055 0.064 19 --- -- 0.380 0.380 75 13.0 10.0 0.055 0.064 203 13.0 10.0 0.055 0.064 19 — — 0.380 0.380 21 — --- 0.350 0.370 75 13.0 10.0 0.055 0.064 37 --- --- 0.380 0.380 (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c) Slab -On -Grade proposed and budget U -factors shown in table are F -factors. 01 Project 9� Project Title: Kroger / King Soopers Report date: 05/16/17 Data filename: F:\SBS COMcheck\KC8x21\8x21 CO -Wheat Ridge 2015.cck Page 1 of 16`°0 (d) Thermal spacer block with minimum R-3.5 must be installed above the purlin/batt, and the roof deck secured to the purlins. Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0.6.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. I-1�3a�,�� VEst��N�� Name - Title Signa` Date city of Wheat Ridge Project Title: Kroger / King Soopers Data filename: F:\SBS COMcheck\KC8x21\8x21 CO -Wheat Ridge 2015.cck COMcheck Software Version 4.0.6.0 Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Kroger / King Soopers Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Aurora, CO King Soopers Ralph Hibberd A Division of Kroger Company Sagebrush Building Systems 65 Tejon Street 909 N. Wheeling Denver, CO 80223 Tulsa, OK Additional Efficiency Package Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A Area Category B C D Floor Area Allowed Allowed Wafts (ft2) Wafts / ft2 (B X C) 1 -Retail 173 1.13 196 Total Allowed Watts = 196 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1 -Retail Linear Fluorescent 2: 48" T8 32W (Super T8): Electronic: 2 3 65 195 Total Proposed Watts = 195 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0.6.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. kl1 LpkA NIBBQ-lDC-DC-,QGR- 5 1(,- I Name - Title Signatui e Date City of Wheat Ridge Project Title: Kroger / King Soopers Report date: 05/AV rT Data filename: F:\SBS COMcheck\KC8x21\8x21 CO -Wheat Ridge 2015.cck Page 3 of 1'6 6�( COMcheck Software Version 4.0.6.0 Mechanical Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: Aurora, CO 2015 IECC Kroger / King Soopers Aurora, Colorado 5b New Construction Owner/Agent: King Soopers A Division of Kroger Company 65 Tejon Street Denver, CO 80223 Designer/Contractor: Ralph Hibberd Sagebrush Building Systems 909 N. Wheeling Tulsa, OK Additional Efficiency Package Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Quantity System Type & Description HVAC System 1 (Single Zone): Heating: 1 each - Other, Electric, Capacity = 20 kBtu/h No minimum efficiency requirement applies Cooling: 1 each - Single Package DX Unit, Capacity = 24 kBtu/h, Air -Cooled Condenser, Unknown Economizer Proposed Efficiency = 14.00 SEER, Required Efficiency: 14.00 SEER Fan System: None Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0.6.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist, QW Name - Title SignatuW Date Project Title: Kroger / King Soopers Data filename: F:\SBS COMcheck\KC8x21\8x21 CO -Wheat Ridge 2015.cck (city of Wheat Ridge Building Divi Report date: 05/16/17 Page 4 of 16 COMcheck Software Version 4,0.6.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # I Plan Review Complies? Comments/Assumptions & Req.1D C103.2 Plans and/or specifications provide all "❑Complies Requirement will be met. [PR1]1 information with which compliance ❑Does Not can be determined for the building ❑Not Observable envelope and document where ❑Not Applicable exceptions to the standard are claimed. C103.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR2]1 calculations provide all information ❑Does Not ;with which compliance can be ❑Not Observable determined for the mechanical ❑Not Applicable systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C103.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR4]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the interior lighting Applicable and electrical systems and equipment❑Not land document where exceptions to :the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C402.4.1 The vertical fenestration area <= 30 ❑Complies Requirement will be met. [PR10]1 percent of the gross above -grade wall❑Does Not area. ❑Not Observable ❑Not Applicable C402.4.1 The skylight area <= 3 percent of the❑Complies Requirement will be met. [PR11]1 gross roof area. ❑Does Not ❑Not Observable' ❑Not Applicable City of Wheat Ridge _._._.._..........._.. 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) wilding Qiviso Project Title: Kroger / King Soopers Report date: 05%1 Data filename: F:\SBS COMcheck\KC8x21\8x21 CO -Wheat Ridge 2015.cck Page 5 of 16 # I Plan Review I Complies? Comments/Assumptions C402.4.2 In enclosed spaces > 2,500 ft2 LJComplies ;Exception: Requirement does not apply. [PR14]1 directly under a roof with ceiling ❑Does Not heights >15 ft. and used as an office, ❑Not Observable'. lobby, atrium, concourse, corridor, ❑Not Applicable storage, gymnasium/exercise center, convention center, automotive service, manufacturing, non - refrigerated warehouse, retail store, distribution/sorting area, transportation, or workshop, the following requirements apply: (a) the daylight zone under skylights is >_ half the floor area; (b) the skylight area to daylight zone is >= 3 percent with a skylight VT >= 0.40; or a minimum skylight effective aperture >= 1 percent. C406 Plans, specifications, and/or ❑Complies Requirement will be met. [PR9]1 calculations provide all information ❑Does Not with which compliance can be ' Observable'. determined for the additional energy❑Not ❑Not Applicable efficiency package options. Additional Comments/Assumptions: High Impact (Tier 1) 2 ( Medium Impact (Tier 2) Project Title: Kroger / King Soopers Data filename: F:\SBS COMcheck\KC8x21\8x21 CO -Wheat Ridge 2015.cck City of Wheat Ridge Low Impact (Tier 3) 1 ,_jir o pwisne Report date: 05/16/17 Page 6 of 16 section # I Footing / Foundation Inspection Complies? Comments/Assumptions & Req.iD C303.2 Slab edge insulation installed per ❑Complies Requirement will be met. [F04]2 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable C303.2.1 Exterior insulation protected against ❑Complies Requirement will be met. [F06]1 damage, sunlight, moisture, wind, ❑Does Not landscaping and equipment ❑Not Observable' maintenance activities. ❑Not Applicable C402.2.5 Slab edge insulation R -value. ❑Complies See the Envelope Assemblies table for values. [F03]2 ❑Does Not .❑Not Observable ❑Not Applicable C402.2.6 ' Radiant heating systems panels ❑Complies Exception: Requirement does not apply. [FO12]3 :insulated to >=R-3.5 on face opposite []Does Not ,space being heated. ❑Not Observable' See the Envelope Assemblies table for values. ❑Not Applicable C403.2.4. Snow/ice melting system sensors for ❑Complies Exception: Requirement does not apply. 5, future connection to controls. Freeze ❑Does Not C403.2.4. . protection systems have automatic ❑Not Observable 6 [F09]3 controls installed. ❑Not Applicable Additional Comments/Assumptions: City of --- --- ---- .._............... ........ _ ....... _.... . 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 1 3 Low Impact (Tier 3) eat Ridge Project Title: Kroger / King Soopers Report date: 05/16/13,,,;on Data filename: F:\SBS COMcheck\KC8x21\8x21 CO -Wheat Ridge 2015.cck Page 7 of 1 Section # I Framing / Rough -In Inspection Complies? Comments/Assumptions & Recl.ID l C303.1.3 Fenestration products rated in ❑Complies Exception: Default values are used. [FR12]2 accordance with NFRC. ❑Does Not ❑Not Observable ❑Not Applicable C303.1.3 'Fenestration products are certified as .❑Complies �IRequirement will be met. [FR13]1 to performance labels or certificates ❑Does Not provided. ❑Not Observable ❑Not Applicable C402.4.3 Vertical fenestration SHGC value. ❑Complies See the Envelope Assemblies table for values. [FR10]1 ❑Does Not ❑Not Observable'. []Not Applicable C402.4.3, Vertical fenestration U -Factor. ❑Complies See the Envelope Assemblies table for values. C402.4.3. ❑Does Not 4 1 [FR8] ❑Not Observable ❑Not Applicable C402.4.4 U -factor of opaque doors associated ❑Complies See the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope ❑Does Not meets requirements. ❑Not Observable'.. ❑Not Applicable C402.5.1. The building envelope contains a ❑Complies Requirement will be met. 2.1 continuous air barrier that is sealed in ❑Does Not [FR19]1 an approved manner and material ❑Not Observable permeability <= 0.004 dfm/ft2. Air ❑Not Applicable barrier penetrations are sealed in an approved manner. C402.5.2, Factory -built fenestration and doors ❑Complies Exception: Field fabricated fenestration assemblies. C402.5.4 are labeled as meeting air leakage ❑Does Not [FR18]3 requirements. ❑Not Observable' ❑Not Applicable C402.5.7 Vestibules are installed on all building❑Complies Exception: Doors that open directly from a space =3000 ft2. [FR17]3 entrances. Doors have self-closing ❑Does Not devices. I❑Not Observable'.. ❑Not Applicable Additional Comments/Assumptions: City of -----._.._.._._..._.._._.....-....._._.__.._._........__._......_........_...._... _.._.._....__....__......-- -.-.-..__w ..._...---- heat 1 1 High Impact (Tier 1) 2 I Medium Impact (Tier 2) i 3 Low Impact (Tier 3) V1l Ridge Project Title: Kroger / King Soopers Report date: 05;(11 Data filename: F:\SBS COMcheck\KC8x21\8x21 CO -Wheat Ridge 2015.cck Page .,8 of Section # Plumbing Rough -in Inspection Complies? Comments/Assumptions & Re .ID C404.5, Heated water supply piping conforms '❑Complies Exception: Requirement does not apply. C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. ❑Not Observable [PL6]3 ❑Not Applicable C404.6.3 Pumps that circulate water between a❑Complies Exception: Requirement does not apply. [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to ❑Not Observable' <= 5 minutes after end of heating ❑Not Applicable cycle. C404.7 Water distribution system that pumps❑Complies Exception: Requirement does not apply. [PL8]3 water from a heated -water supply ❑Does Not pipe back to the heated -water source ❑Not Observable through a cold -water supply pipe is a ❑Not Applicable demand recirculation water system. Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to 104°F. Additional Comments/Assumptions: City of _.._...... _....._............._.._...- ..........._.__.. ...,..— __._._...................................... -......_..._... _... _- ........ ....._..._...... - ----g Wheat Ridge High Impact (Tier 1) 2 1Mediurn Impact (Tier 2) 3 `Low Impact Project Title: Kroger / King Soopers Report. date:' Data filename: F:\SBS COMcheck\KC8x21\8x21 CO -Wheat Ridge 2015.cck Page 16 Section # I Mechanical Rough -in Inspection Complies? Comments/Assumptions & Req,ID i C402.2.6 Thermally ineffective panel surfaces of ❑Complies Exception: Requirement does not apply. [ME41]3 sensible heating panels have ❑Does Not insulation >= R-3.5. ❑Not Observable ❑Not Applicable C402.5.5, :Stair and elevator shaft vents have ❑Complies Exception: Requirement does not apply. 0403.2.4. motorized dampers that automatically ❑Does Not 3 [ME3]3 close. ❑Not Observable' '❑Not Applicable C402.5.5, Outdoor air and exhaust systems have ❑Complies Exception: Requirement does not apply. C403.2.4. motorized dampers that automatically ❑Does Not 3 [ME58]3 shut when not in use and meet maximum leakage rates. Check ❑Not Observable'. gravity dampers where allowed. ❑Not Applicable C403.2.12 HVAC fan systems at design ❑Complies Requirement will be met. .1 conditions do not exceed allowable ❑Does Not [ME65]3 fan system motor nameplate hp or fan ❑Not Observable the Mechanical Systems list for values. system bhp. ❑Not Applicable C403.2,12 Fans have efficiency grade (FEG) >_ ❑Complies Exception: Single fans with motor nameplate horsepowerof = .3 67. The total efficiency of the fan at ❑Does Not 5 hp. [ME117]z the design point of operation <= 15% ❑Not Observable of maximum total efficiency of the ❑Not Applicable fan. C403.2.13 Unenclosed spaces that are heated ❑Complies Exception: Requirement does not apply. [ME71]2 use only radiant heat. ❑Does Not ❑Not Observable �'❑Complies ❑Not Applicable C403.2.3 HVAC equipment efficiency verified. See the Mechanical Systems list for values. [ME55]2 ❑Does Not ❑Not Observable ❑Not Applicable C403.2.6. Demand control ventilation provided ❑Complies Exception: Requirement does not apply. _ 1 for spaces >500 ft2 and >25 ❑Does Not [ME59]1 people/1000 ft2 occupant density and ❑Not Observable served by systems with air side Applicable economizer, auto modulating outside❑Not air damper control, or design airflow >3,000 cfm. C403.2.6. Enclosed parking garage ventilation ❑Complies Exception: Requirement does not apply. 2 has automatic contaminant detection ❑Does Not [ME115]3 and capacity to stage or modulate ❑Not Observable fans to 50% or less of design capacity. ❑Not Applicable C403.2.7 Exhaust air energy recovery on ❑Complies Exception: Requirement does not apply. [ME57]1 systems meeting Table C403.2.7(1) ❑Does Not and C403.2.7(2). ❑Not Observable' ❑Not Applicable C403.2.8 Kitchen exhaust systems comply with ❑Complies Exception: Requirement does not apply. [ME116]3 replacement air and conditioned ❑Does Not supply air limitations, and satisfy hood ❑Not Observable' rating requirements and maximum ❑Not Applicable exhaust rate criteria. C403.2.9 HVAC ducts and plenums insulated. ❑Complies Requirement will be met. [ME60]2 Where ducts or plenums are installed❑Does Not in or under a slab, verification may ❑Not Observable need to occur during Foundation Applicable 0. Inspection.❑Not City or .. m___._._.._._.._._._..__._..._.._ - __.....� ....�h .....__._—...-___ ._.._. - ry<z; h ick �; e j 1':.High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Im Impact (Tier 3) Project Title: Kroger / King Soopers Report date: 05/16/17 Data filename: F:\SBS COMcheck\KC8x21\8x21 CO -Wheat Ridge 2015.cck Page 10 of 16 Section # Mechanical Rough -in Inspection Complies? Comments/Assumptions & Re .ID C403.2.9 Ducts and plenums sealed based on ❑Complies Requirement will be met. [ME 10]2 static pressure and location. ❑Does Not ❑Not Observable ❑Not Applicable C403.2.9. Ductwork operating >3 in. water ❑Complies Exception: Requirement does not apply. 1.3 column requires air leakage testing. ❑Does Not [ME11]3 ❑Not Observable'. ❑Not Applicable C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. ❑Not Observable ;See the Mechanical Systems list for values. ❑Not Applicable C408.2.2. ;Air outlets and zone terminal devices ❑Complies Requirement will be met. 1 have means for air balancing. []Does Not [ME53]3 ❑Not Observable' ❑Not Applicable Additional Comments/Assumptions: city of -------- - _ ._...-----._..---._._._.___.__..._.__.._........._.._.............._..__....__...._.......__._,.__....._._..____....__..— High Impact (Tier 1) ! 2 1Medium Impact (Tier 2) 3 :Low Impact (Tier 3)-- - IvheSt Ridge Project Title: Kroger / King Soopers Report date: 05/16/1 Data filename: F:\SBS COMcheck\KC8x21\8x21 CO -Wheat Ridge 2015.cck Page 11_g11_1` Section # Rough -in Electrical inspection Complies? Comments/Assumptions & Re .ID C405.2.1 Lighting controls installed to uniformly ❑Complies Requirement will be met. [EL15]1 reduce the lighting load by at least ❑Does Not 50%. ❑Not Observable ❑Not Applicable 0405.2.1 ;Occupancy sensors installed in ❑Complies Requirement will be met. [EL18]1 required spaces. ❑Does Not [-]Not Observable ❑Not Applicable C405.2.1, Independent lighting controls installed ❑Complies Requirement will be met. C405.2.2, per approved lighting plans and all ❑Does Not 3 manual controls readily accessible and ❑Not Observable [€L23]2 visible to occupants. ❑Not Applicable 0405.2.2. Automatic controls to shut off all '❑Complies Requirement will be met. 1 building lighting installed in all ❑Does Not [EL22]2 buildings. ❑Not Observable ❑Not Applicable C405.2.3 Daylight zones provided with ❑Complies Exception: Requirement does not apply. [EL16]2 individual controls that control the ❑Does Not lights independent of general area ❑ Not Observable lighting. ❑Not Applicable C405.2.3, Primary sidelighted areas are ❑Complies Exception: Requirement does not apply. C405.2.3. equipped with required lighting ❑Does Not 1, C405.2.3. controls. ❑ Not Observable 2 ❑Not Applicable [EL20]1 C405.2.3, Enclosed spaces with daylight area ❑Complies Exception: Requirement does not apply. C405.2.3. under skylights and rooftop monitors ❑Does Not 1, are equipped with required lighting ❑Not Observable C405.2.3. controls. ❑Not Applicable 3 [EL21]1 C405.2.4 Separate lighting control devices for ❑Complies 'Requirement will be met. [EL4]1 specific uses installed per approved ❑Does Not lighting plans. [-]Not Observable ❑Not Applicable C405.2.4 :Additional interior lighting power ❑Complies Requirement will be met. [EL8]1 allowed for special functions per the ❑Does Not approved lighting plans and is ❑Not Observable' automatically controlled and ❑Not Applicable separated from general lighting. C405.3 Exit signs do not exceed 5 watts per ❑Complies Exception: Requirement does not apply. [EL6]1 face. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: High Impact (Tier 1) j 2 1 Medium Impact (Tier 2) Project Title: Kroger / King Soopers Data filename: F:\SBS COMcheck\KC8x21\8x21 CO -Wheat Ridge 2015.cck City of Low Impact (Tier 3) j/llheat Ridc e Reportdate: 05/16/17 Page 12 of le, Section j # Insulation Inspection Complies? Comments/Assumptions & Req.ID IC303.1 Roof insulation installed per [IN3]1 manufacturer's instructions. Blown or [IN2]1 poured loose -fill insulation is installed C303.2.1 only where the roof slope is <=3 in � 12. C303.1 Building envelope insulation is labeled [IN 10]2 with R -value or insulation certificate providing R -value and other relevant C402.2.1 data. C303.2 Above -grade wall insulation installed [IN7]1 per manufacturer's instructions. [IN2]1 occur during Framing Inspection. C303.2.1 Exterior insulation is protected from [IN14]2 damage with a protective material. 1 Verification for exposed foundation [IN1]1 insulation may need to occur during Foundation Inspection. C402.2.1 Insulation intended to meet the roof [IN17]3 insulation requirements cannot be installed on top of a suspended ceiling. Mark this requirement compliant if insulation is installed accordingly. C402.2.3 :Above -grade wall insulation R -value. [IN6]1 ❑Complies Requirement will be met. ;❑Does Not ❑Not Observable ❑Not Applicable ❑Complies Requirement will be met. ❑Does Not ❑Not Observable ❑Not Applicable ❑Complies ;Requirement will be met. ❑Does Not ❑Not Observable i❑Not Applicable ❑Complies Requirement will be met. ❑Does Not ❑Not Observable ❑Not Applicable ❑Complies Requirement will be met. ❑Does Not ❑Not Observable ❑Not Applicable ❑Complies See the Envelope Assemblies table for values. ❑Does Not ❑Not Observable ❑Not Applicable C402.2.5 !Floor Insulation R -value. ❑Complies ,See the Envelope Assemblies table for values. [IN,812 ❑Does Not ❑Not Observable ❑Not Applicable C402:2.6 Radiant panels and associated ❑Complies Exception: Requirement does not apply. [IN18]3 components, designed for heat ❑Does Not transfer from the panel surfaces to the; occupants or indoor space are ❑Not Observable insulated with a minimum of R-3.5. ❑Not Applicable C402.4.2. Roof R -value. For some ceiling 2 systems, verification may need to [IN2]1 occur during Framing Inspection. C402.5.1. All sources of air leakage in the 1 building thermal envelope are sealed, [IN1]1 :caulked, gasketed, weather stripped or wrapped with moisture vapor - permeable wrapping material to minimize air leakage. Additional Comments/Assumptions: ❑Complies See the Envelope Assemblies table for values. ❑Does Not ❑Not Observable i :]Not Applicable ;❑Complies Requirement will be met. ❑Does Not ❑Not Observable ❑Not Applicable High Impact (Tier 1) 2 ! Medium Impact (Tier 2) City of Low Impact (Tier 3) wheat Rif,, Project Title: Kroger / King Soopers Repo 7jd'ik'2 YDE Data filename: F:\SBS COMcheck\KC8x21\8x21 CO -Wheat Ridge 2015.cck Page,, 13 Section # IFinal Inspection Complies? Comments/Assumptions & Re .I D C303.3, Furnished O&M instructions for ❑Complies Requirement will be met. C408.2.5. systems and equipment to the ❑Does Not 2 building owner or designated ❑Not Observable' [FI17]3 representative. ❑Not Applicable C303.3, Furnished O&M manuals for HVAC ❑Complies Requirement will be met. C408.2.5. 'systems within 90 days of system ❑Does Not 3 [F18 ]3 acceptance. ❑Not Observable ❑Not Applicable C402.5.3 Where open combustion air ducts ❑Complies Exception: Requirement is not applicable. [F151]3 provide combustion air to open ❑Does Not combustion fuel burning appliances, ❑Not Observable the appliances and combustion air ❑Not Applicable opening are located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms are sealed and insulated. C402.5.6 Weatherseals installed on all loading ❑Complies Exception: Requirement does not apply. [F137]1 dock cargo doors. ,❑Does Not ❑Not Observable ❑Not Applicable C402.5.8 Recessed luminaires in thermal ❑Complies Exception: Requirement does not apply. [FI26]3 envelope to limit infiltration and be IC ❑Does Not rated and labeled. Seal between ❑Not Observable' interior finish and luminaire housing. ❑Not Applicable C403.2.2 HVAC systems and equipment ❑Complies Requirement will be met. [F127 ]3 capacity does not exceed calculated ❑Does Not loads. ❑Not Observable'. ❑Not Applicable C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met. 1 controlled by a thermostat control. ❑Does Not [FI47]3 Minimum one humidity control device ❑Not Observable per installed humidification/dehumidification ❑Not Applicable system. C403.2.4. Thermostatic controls have a 5 °F ❑Complies _ Exception: Manual changeover thermostats. 1.2 deadband. ❑Does Not [FI38]3 ❑Not Observable: ❑Not Applicable C403.2.4. ;Temperature controls have setpoint ❑Complies —_ Requirement will be met. 1.3 overlap restrictions. ❑Does Not [F120]3 ❑Not Observable'. ~❑Complies ❑Not Applicable C403.2.4. Each zone equipped with setback Exception: Requirement does not apply. 2 controls using automatic time clock or❑Does Not [F139 ]3 programmable control system. ❑Not Observable'.. ❑Not Applicable C403.2.4. 'Automatic Controls: Setback to 55°F ❑Complies (Requirement will be met. 2.1, (heat) and 85°F (cool); 7 -day clock, 2 -❑Does Not C403.2.4. hour occupant override, 10 -hour ❑Not Observable' 2.2 [F140]3 backup ❑Not Applicable City Of �N (Tier 1) 2 1 Medium Impact (Tier 2) 3 ;Low Impact (Tier 3) j ,:f --- -- ---- -- -- --- .._._......... _... R Project Title: Kroger / King Soopers Report date: 05/16/17 Data filename: F:\SBS COMcheck\KC8x21\8x21 CO -Wheat Ridge 2015.cck Page 14 of 16 Section # Final Inspection Complies? Comments/Assumptions & Re .ID C405.4.1 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [F118]1 lighting power is consistent with what ❑Does Not is shown on the approved lighting Observable plans, demonstrating proposed watts °❑Not ❑Not Applicable are less than or equal to allowed watts. C408.2.1 Commissioning plan developed by ❑Complies Requirement will be met. [F128]1 registered design professional or ❑Does Not approved agency. ❑Not Observable ❑Not Applicable C408.2.3.HVAC equipment has been tested to ❑Complies Exception: Unitary or packaged HVAC eqiupment without 1 ensure proper operation. ❑Does Not supply air economizers. [F131]1 ❑Not Observable ❑Not Applicable C408.2.3. HVAC control systems have been ❑Complies Requirement will be met. 2 tested to ensure proper operation, ❑Does Not [FI10]1 calibration and adjustment of controls.❑Not Observable'; ❑Not Applicable C408.2.4 Preliminary commissioning report ❑Complies Requirement will be met. [F129]1 completed and certified by registered,❑Does Not design professional or approved ❑Not Observable agency. ❑Not Applicable C408.2.5. Furnished HVAC as-built drawings ❑Complies Requirement will be met. 1 submitted within 90 days of system ❑Does Not [F17]3 acceptance.❑Not Observable' ❑Not Applicable C408.2.5. Furnished as-built drawings for ;❑Complies Requirement will be met. 1 electric power systems within 90 days ❑Does Not [F116]3 of system acceptance. ❑Not Observable'. ❑Not Applicable C408.2.5. An air and/or hydronic system ❑Complies Requirement will be met. 3 balancing report is provided for HVAC []Does Not [F143]1 systems. ❑Not Observable' ❑Not Applicable C408.2.5. Final commissioning report due to ❑Complies Requirement will be met. — 4 building owner within 90 days of ❑Does Not [F130]1 receipt of certificate of occupancy. ❑Not Observable: ❑Not Applicable C408.3 Lighting systems have been tested to❑Complies Requirement will be met. [17133]1 ensure proper calibration, adjustment, ❑Does Not programming, and operation. ❑Not Observable'.. ❑Not Applicable Additional Comments/Assumptions: High Impact (Tier 1) 1 2 1Medium Impact (Tier 2) Low Impact (Tier 3) City of Project Title: Kroger / King Soopers Report date: 05/16/17 Data filename: F:\SBS COMcheck\KC8x21\8x21 CO -Wheat Ridge 2015.cck rage 15 of 16 City of Wheat Ridge Project Title: Kroger / King Soopers Report date: 05/16/17 Data filename: F:\SBS COMcheck\KC8x21\8x21 CO -Wheat Ridge 2015.cck Page 16 of 16 STRUCTURAL DESIGN ANALYSIS OF KROGER COMPANY' 8'x 21' MODULAR BUILDING FOR STATE OF COLORADO X50 PSF & 120 MPH) John A. VVener, P.E. C 64"u1tiE n Tull, OK M33 ("g) J�V-930E February 2016 A. L ® 26274 VENTAIRE LLC 909 North Wheeling Revised: 3-11-16 Tulsa, OK 741 10 !1 City Of Wheat Ridge TABLE OF CONTENTS A. Design Criteria Page # Global Conditions 1 Design Loads 2 Steel Framing 3 Anchor Location 4 Anchor Bolts B. RISA 3-D Input Data 1 Global Conditions 2 Steel Properties 2 Steel Sections 3-9 Joint Coordinates 10 Member Data 11 Basic Load Case Data 11 Load Combinations 11 Boundary Conditions C. RISA 3-D Output 1 Reactions LC1: DL + LL 1 Unity Checks (Ten Worst Members) 2 Reactions LC2: DL + WL(Z-Z) 2 Unity Checks (Ten Worst Members) 3 Reactions LCI DL + 0.75((LL + WL(Z-Z)) 3 Unity Checks (Ten Worst Members) 4 Reactions LC4: 0.6DL + WL(Z-Z) 4 Unity Checks (Ten Worst Members) 5 Reactions LC5: DL + 0.75(LL + WL(X-X) 5 Unity Checks (Ten Worst Members) 6 Reactions LC6: 0.6DL + WL(X-X) 6 Unity Checks (Ten Worst Members) 7 Reaction LCT 0.6DL + 0.7SL(X-X) 7 Unity Checks (Ten Worst Members) 8 Reaction LC8: 0.6DL + 0.7SL(Z-Z) 8 Unity Checks (Ten Worst Members) D. RISA 3-D Worst Case Member Forces 1-7 Member Forces E. Worst Case Member Detail Report 1 COL1 2 COL2 3 BEAM1 4 BEAM2 John A. VMIer, P.E. 6410 8 S ginner Z Ave. T OK 74136 ( T 0-1309 city °5 F. WIND SCREEN ROOF ATTACHMENT CALCULATIONS 1-3 Data John A. Weller P.E. Consulting Engineer 6419 S. Quebec Ave. Tulsa, OK 74136 (918) $20-1309 22274 cm 01 WWI A. DESIGN CRITERIA city of Wheat R iQ"-, P, DESIGN LOADS 2012 IBC Chanter 16 1. Roof Live Load: 50 PSF 2. Roof Dead Load: 10 PSF 3. Roof Equipment Load: 350 # 4. Wind Load: 120 MPH (V3S) 5. Floor Live Load: 100 PSF + 1000# Concentrated Load 7. Floor Dead Load: 35 PSF 8. Soil Bearing Pressure: 2000 PSF 9. Section 1608.3.4: Rain on Snow Surcharge n/a. pg = 70 psf > 20 psf. 10. Roof Ponding, Stability Analysis Criteria: Cp + 0.9 CS < 0.25 and Id > 25(S4)10-6 Cp = (32)(Ls)(Lp)4 / (107)(1p) CS = (32)(S)(LS)4 / (107)(1s) LS = Span of Secondary Members = 7.50' Lp = Span of Primary Members = 8.92' IS = Moment of Inertia of Secondary Members = 7.49 in Ip = Moment of Inertia of Primary Members = 7.49 in S = Spacing of Secondary Members = 7.17' Cp = (32)(7.50')(8.92')4 / (100(7.49 in 4) = 0.20 CS = (32)(7.17')(7.50')4 / (100(7.49 in 4) = 0.0097 0.20 + (0.9)(0.0097) = 0.209 < 0.25 25(7.17')4(10-6) = 0.066 Id = (8.68 in4/in)(0.036") / 1.33'= 0.235 in4/ft > 0.66 Thus roof system is considered stable and does not require further investigation. 11. Seismic Load: a. Single Story Building - Use Occupancy Category II (Section 1604.5) b. Seismic Design Category B (Section 1613.3.5) c. Site Class D (Section 1613.3.2) d. Per Section 1613.3.5.2, use simplified design analysis in accordance with ASCE 7. V = (1.2)(SDs)(W) / R V = Seismic Base Shear SDs = (2/3)(SMs) (Section 1613.3.4, Eq. 16-39) SMs = (Fa)(Ss) (Section 1615.3.3, Eq. 16-37) SS = 0.478 Fa = 1.4 (Table 1613.3.3(1)) W = Effective Seismic Weight R = 3.25 (ASCE 7) SMs = (0.478)(1.4) = 0.669 SDs = (2/3)(0.669) = 0.446 W = (8')(21.58')(35 psf) + (8')(21.58')(10 psf) + (11')[(2)(8'+21.58')](5 psf) + 350# = 11373# V = (11373#)(1.2)(0.446) / 3.25 = 1873# VF = 0.7 [ 1873# / (8.0')(21.0') = 7.8 psf equivalent < 45.0 psf city of THUS WIND LOAD DICTATES "t Wheat Ridye ulidlny Givison,; ,o 12 CL 0 N Q 06 LL Iq U) It a Qj o LO cu T X C) W N w T N W Y O CO LL Y Y Z Co _O Q Y ry T LL N J X W W O F— CO 'Ti O u7 T 6 LL j J Wheat EN w LO C Building _Q W oO � -moi Y u a 0 C N G � Q LL U) st a dj o Ln m r X C) CO N � N C%4 O (n LL Y M- LL U) Of d o' Q -I w EA Cc N n CV u co u a 0 C N G � Q LL U) st a dj o Ln m r X C) CO N � N C%4 O (n LL Y M- LL U) Of d o' Q -I w EA ANCHOR BOLTS Uplift = 45 psf [(8' x 21' x 4') + (3' x 22.79' x 9.5')] / 7.17' = 8294# 82944 / (4 bolts) = 2073# / bolt < 8800# / bolt Shear = 45 psf [(8 x21') + (3 x 22.79')] = 10637# 106374 / (8 bolts) = 1330# / bolt < 44004 / bolt USE: (8) 3/4" Dia. Anchors City of Wheat Ridge ng B. RISA 3-D INPUT DATA City of Wheat Ridge Di (Global) Model Settings Display Sections for Member Calcs Company VENTAIRE LLC Feb 2, 2016 r Ir F or, Designer Job Number Jeff Griffin 9:47 AM KROGER PSF Increase Nailing Capacity for Wind? Yes (50 & 150 MPH) Checked By: TECH NOLOGI Es Model Name 8'x 21' KIOSK (Global) Model Settings Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersectio Wood Wall? Yes Area Load Mesh(in ^2 144 Merge Tolerance Sjn .12 P -Delta Analysis Tolerance 0.50% Include P -Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration fUsec^2 32.2 Wall Mesh Size in 12 Ei ensolution Convergence Tol. 1.E- 3 Vertical Axis Y Global Member Orientation Plane Xz Static Solver i Standard Skyline Dynamic Solver I Accelerated Solver Hot Rolled Steel Code AISC 14th (360-10): ASD Ad ust Stiffness? Yes Iterative RISAConnection Code AISC 14th 360-10 : ASD Cold Formed Steel Code AISI S100-10: ASD Wood Code None Wood Temperature < 10OF Concrete Code ACI 318-11 Masonry Code None Aluminum Code None - Building Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method PCA Load Contour Parme Beta Factor PCA .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. S acin ? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 city of Wheat Ridge uiidinc. Divnso RISA -31D Version 14.0.0 [CARISAIKROGER - 8'x21' - 50 PSF & 120 MPH.r3d) Page 1 .r Company VENTAIRE LLC Feb 2, 2016 F' F Or, Designer Jeff Griffin 9:47 AM Job Number KROGER (50 PSF & 150 MPH) Checked By: Ile T e c H N o L o G I E s Model Name 8'x 21' KIOSK Hot Ro/led Steel Properties Label E fksi] G [ksil Nu Therm (\1 Densitvfk/f.:_ Yieldfksil Rv Furksil Rt H30 zauuu 11154 .3 .65 .4936 wiw T ical 1.5 58 1.2 2 _ A572Grade50 29000 11154 .3 .65 .49 50 1.1 58 1.2 �3 A992 29000 11154 .3 .65 .49 50 1.1 58 1.2 L4 A500 42 29000 11154 .3 .65 .49 42 1.3 58 1.1 5 A500 46 29000 11154 .3 .65 .49 46 1.2 58 1.1 Hot Rolled Steel Section Sets 1 COL1 TU3X3X3 Column Tube A500 46 wiw T ical nvile 2.02 iyy mi,4i 2.6 ¢Z iin-#i 2.6 JIno 4.28 2 COL2 TU3X2X3 Column Tube A500 46 Typical 1.64 .977 1.86 2.16 3 BEAM1 TU3X2X3 Beam Tube A500 46 Typical 1.64 .977 1.86 2.16 4 BEAM2 C5X6.7 Beam Channel I A36 Typical 1.97 .479 7.49 .06 City of Wheat Ridge Dlvison RISA -31D Version 14.0.0 [C:\RISAXROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 2 v r Company VENTAIRE LLC Mar 11, 2016 Designer Jeff Griffin 8:44 AM Job Number KROGER (50 PSF & 150 MPH) Checked By: T E c H N o L o c I E s Model Name 8'x 21' KIOSK Joint Coordinates and Temperatures Label X fftl v rf+1 7 rw 55 N57 56 N58 _ RISA -3D Version 14.0.0 -- 7.75 0 Building _ --- - - i_ 4.833-- -- - 8 �- 7..75 -- - - 0 - [C:\RISA\KROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 3 1 2 3 N1 - N2 N3 - - _--_ ]--9-.3-64250--_-- 15.375 ---------- - -�- 0 0 - _ .. •rte-_ _ _ 7.75_--� - 0- - - -7.75 -- 0-- 7.75 0 --- 4-- N4 ---- N 5- - 21.333 0- --_ --.._ -- - ---0 0 7.75 I 0 0 � - --- 66r - N6 -- - 4.833 - 0--- 0 0 0 -- - 7 -- - ---N7 -- N8 -_ - _ 21.333 0 9.36425--. -- - - J.89578 --9-8957 -- 0 9 - - -- - _ 7.75 1 - 7.75 0 -_ -_ 9d N9 _-- --- - -- - 0_- 10 11 -_ 12 N 10 N 1121.333 N12 _ _ - --- - 15 375 0--9.8957 - _ _ 9.8957 _ 7.75 _ _ 9.8957 7.75 _ 0 --- 0 0 J 0 13 N 13 4.833 _ _ 9.8957 0 _ 0 J-1-5 -- Lf N15 _ -- - _ �---- 21..333 4.833 - - - 9.8957 0 -0 6- - ----J{ ---- 16 -_-__ -4 N16 _ -- 4.833 13.75 1375 _- 13,75 -- _ _ 9.8957 0 9.8957 0 _ _ 7.75 0 0 -_0 0 0 _ -_- 7.75 0 17J N17 18 N18 19 --N19 _ 9.8957 l 20 �-4- N20 N22 ----12.55175 55175-- -- 0 9_8957_ 7.750 _775 � 7.75 0 0 __12 x_23 2418.5625 N23 N25 _ � _18.5625 13.875 _ _ 0 9.8957 0 ---7.75 A.75 0 .75 0 _ 0 - 13.875 0 0 0---- - ------{- -- �28 - - N28 _ _ 9.36425 9,3957 7.75- - -- 1 0 29 i 30 31 N29__-- N30 N31 -------21-.333 15.375 21.333_ - -- --_9.3957 9.3957 9.3957__ __ 7.75 7.75 - p -� 0 -- [32 N32-4.833 N33 T _- 9.3957_ 0 _- 0 0 p - 21333 -4-. _9.3957 0 �- 0 �- 333 4 �-- N34_. _ 8-33 - 13.75__-- --_- 9.3957 -9.3957 _ 1 7.75 _. fi 0 -- - 0 - - 0 _ 35 N35 _ 36 j N36--- _ 13_.75 ----9.3957 -_�_ _ 7.75 1 0 1 37 ! 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N691,611_ -- _ -_8-- _ __ 68� N70 3.222 -_ �- _9.3957 7.75 _ 0 _ 69 70 N71 N72 _ 8 _ -. .222 9.39577.75 _ _0 6 7.75 - 7.75 - 0 0 - 0 _71 _ __-N73 _ �_ 1.611_ -- 4 -- 7.75 0 - 72 N74 -- 1.611 6 1 -----7.75 0 73 r 74 75�- N75 N76 N77 _ 3.222 - - 3.222 _-� 4 _ _-6. 7.75 7.75 _ 0 0 ! 76 N78 --- - --- 4.833 6..- - - 6- -I 2 7.75 7.75 0 77 N79 -- -� -- - --� 78 - -- N80 _ 1.611 _ _ 1.6 - 11 - 0 2� - --7.75 7.75 7.75 0 0 r 79 N81 __- 3.22 _- 0 0 _80 �_ N82 _-_ - _ 3.222_ - _� 2 7.75 0 81 _ 82 _ --- N83 N84 _4.833 --� 9.36425- - - _ 2 8.24985 7.75 7.75 _ -�__ 0 0 83 N85 _ -TI 10.958 -- -- -_ X10,958- r 84-+------N86 ' 85 N87 10.958 7.104 .. 8.24985 9.3957 - 7.75 7.75 7.75 �6 - 0 0 - -I 86 N88 12.56175 8.24985 1 7.75 0 87 N89 15.375 8.24985 7 _ 75 _ 0 88 89 N90 N91_ - 16.96875_ I i_ 7,104___ � 7.75 0_ - -- 90 N92 16.96875 - - 16.96875-- ! 8.24985 9.3957 _ _ 7.75 7.75 I _'' _ 0 0 f 91 92 N93 N94 18.5625_- 8.24985 7.75 0 _ 19,94775-_� 7.104 7.75 0 93 94 L N95_ N96 19.94775 19.94775_ 1 j 8.24-985 9.3957 7.75 7.75 0 0 __- � _ ---7 9.36425 -1.776 _ 8.24985 � I 7.75 7.75____ j I 096 - 97 -N97 _N98 N99 -_- _I 9.36425- 98 99 - N 1-_00. - N 101 __- 9.36425 -_10.958 _ 3,552 5.3.2.8 7.75 _- 7.75 0 0 _- 0 _ 7.75 0 J 10 _ 1011 N102 N10310.958 _ 10.9_58 � 10.958 1 1.776 3.552 7.75 _ 7.75 0 - N104 _� 10_958 _ 5.K8 n1 - _ _ - -_- _ �- 7.75 0 03 104 N105 N106 12.551.75 12,551753.552--__ 1.776 - 7.75 7 75 -- -- -- 1 --J ' 105 10 --N - N 107 - ----�- - 12._55175- - --- - - 1 _ 5.328 I - - __ _ 7.75 - _' ---- :- 0 -- 0 � I 108 -- - - 15.._375 1.776 7.75 0 1 107 N109 1.5, 3.75 - _ 3.552 - . 7.75 -- 108 j -- - --- 10. 0 N11_0_ __- 15.375 -- - --- - 5.328 -- - -- - 7.75_ _ - - 00 - 110 N 111 - 112 16.96875 - - - -- 0 - -- L 7.75- - 0 19 r _ N NI 13 _-_ _- 16.96875 - - !- 16.9G&75- _ _ 1.776 --' -- 3.552 7.75_ ---- 7.75 _0 -J � W►�ea 112 N_11 _ 16.96875 _ _ - 5328 7.75 O 11 F - - RISA -3D Version 14.0.0 [C:\RISA\KROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Pane 4 Company VENTAIRE LLC Mar 11, 2016 C" Designer Jeff Griffin 8,44 AM Job Number KROGER (50 PSF & 150 MPH) Checked By: T e c M N o i o c i e s Model Name 8'x 21' KIOSK Joint Coordinates and Temperatures (Continued 114 _. N 116 - __ 18.5625- - T - 53.552 7-.75 - 0 LDetach From Dia 115 � 116 -- N 117 18 5625 328 0 -- - Ni 18 -- - 1.9.94775 - --- 0- -- ---� _7.75-- 0 117 -__-_ _ N119- 19.94775 1.776 -- -- 118 -_ N120 19.94775 _ _ 3.552 _�--7.75 0 119 N121 _ _f 19_94775 __ 5.328 _- 7.75 -T 0 . 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E Designer Jeff Griffin 3 Job Number KROGER (50 PSF & 150 MPH) T E c M N o L o c I E s Model Name 8' x 2 i' KIOSK Joint Coordinates and Temperatures (Continued Mar 11, 2016 8:44 AM Checked By:_ 285 - Label_ - N287 -- -- - - - X 3 0 1 2i.33� Y ;it) - - --- 1.87914 Z [ft) -- 3_875-- - Tem _ F -- p---- Detach From Dia.. - -- -- - 286 � 287 6288_- -- N289- _ -- - -- 21.333 - � _- � 3.7J828_ L---- ---- 3.875 ! 0 0-- 288 i N290 21.33 - - 3 - 5.6'7.42 _3_875 - --- 0 - 289 N291 -- 21.333 7.51656 _3_87_5_ _�_ 21.333 21.333 2_9.0 _ N292 _ 21.333 1--21 333 9.3957 3.875 1-� -� ---- 297 -----_6299._---- ------ 291- 292 1__ N294- 21.3331.87914 --- 1.9375 --- 0 293 __- 6295 21.333- 21 _ _3,75828'-- 1.9375 +- F, 1294.1-_- �---- - -- - - N296- - - -- 333--- I- -- - - 5.6374_2 7.51656 j 1.9375 --0 1.9375 29_5 X296 -- j -_-(___N298_ _�_ 21.333 21.333 --'9.3957_ - 1.87914 - 0- 1.9375 - 0 _6297 297 -----_6299._---- N300 21_.333 2.1.333__ _ - - --- 828 --�- __3.75828- 742 ------ ----- -`- 0 --- ---- --0 -- --- �298 --�----- 299 4- N30.1 _ -21_333 _-L--b.6 - �-7 5 i 656_--- - p-- 0 -- 300_i_-- 6302 _ 17.4167 - -+-9.39-57 I 5.8125 0 301 ' _ N303-_ -- 6304 E--- 17.4167 ___9.3957�- T----- - I - 3.875 -- 303 __ -_ 303 _- N305 --_[ 17.4167 .-19--37485-_ _ 9.3957 9.395.7_ 1.9375 -0-- p - - 304_I _N306 -_ 19.37485-- 9.3957 � - 7.-75 5.8-125 0 _ j 05_ 306 ---- - N307 -6308 -- 19.37485 19.37485-_ -- ---_- ! 9. 3�J57 3.875 1.9375 0 0 -- 0 1 9.3957_ -_ 308 _6309 _ 19.37485-_ --� 93957 -- - 1 _0 -i L 0 - . j 309.1 N31.0 N311 -- _ 13.75 _. _ 13.75_ --- - _ � 9_3J5.7 � 5.8125 0 1.9375 0 - -- 9 3957 C810L 6312 _ 311 _ -- 312_ -N313 N315 _ _. 15.45835- - - 15.45835_ - 1_ 9.3957 _ t 9.395.7_-_ - 7.75 _ 0 = 5.8125 -_ 313 -- N 315 -� 15.45835_ - ---i 9.3.57 -- - �----- _ 3.875_-� p_-- - r1a --1.5_.45835 F- -- i -_6317 N316 ---------j ---j 5.45835 ---9.3957 ----- L---- __ _9.3957 1.9375 - -- -7-0 0- 315 316 - N318 -�-1.78.125 - x_1.78125 _. -_ _9.3957 7.75 0 -_ -_ 9.3 367 5.81.25 1----- 317 ---- 318 631.9 6320 1.78125 _ 1.78125 _ Q.3�557 �I -- -1-9.3957_ 0 3_875 j 0 319 --- - N_321 --L _ ! 1.78 25 9.3J57 -�- 1 9375 320 ;_-- 321 6322 _ 3.5625 ---T_-_ - _ 9 3ri57_-5.8125 - 0 _ - -- -----N323 322 ----N324 -- - 3.5625 r 3.562 -1 _9.3957 -- --_9 3957- --0 - - 3.875 0 1.9375-� 323_ 324 -- N325 - 6.60417_ -(- 9.3957 p 1.9375 -- 32.5 N 326 _--0 N328 -_f-----8.32-8.128- _ - _9.3957_- __3.875 0 327_: - 6328--i8-328128-- 8.328128_ 9.3957 _ 9.3957 _ - _ 1 9375 _ 0 p 0 _N329 N330- 10.052085 ____ _9 3�?57---- --+ -- _- 3875 - 329-_ 6331--- - 10.052085 10.052' •85 �- 9.., --� --- - --1.9375- - -0 _ - --0 330 - -N 332 - 11.776 X43_ -, 7 -- 9 3157-- - - --- 331 _. - - - 332__ 6333 -- -� 11.776043_ --- 1_ 9.3957 -I ---- - 3.875 - -----J--- 0--- 9375--- 333 N334 - -_1- 1_1.776043 - , 9.3957 - - -- - i ---1 -- -- _N335 .3.34_: _ 6336 --- 6.604179.3D57 i__- _ _r-------� --5._8125 - -- ----- i -- - 0 335 - --- 6337-- --L- .328128_ 8.328128 _y---9.3957 -- --7.75 0 --0_-- 336 - - -- 337 6338 N 39 --- -10.0_ '8� .-- - - J7 -------7.75----- -- 9 57 - - 5.8125 7 75 0 -- 338_._ - ---- N340 0-05,,,85 - --T -10.05 _ 85 - - -----1-1.776.43 - --- I 9.� 157 - - 5.8 25 - -- - --. 339 --- -.N34-1--- 3 40- - --' 1 11.7 7643 -_ - r{ 5_ - - - -------� i 7.75 - - - - -----0 -- 8.125 -- 6342 nR���� ,�� - --,---5 ---------- 0 r3d) Page Company VENTA RE LLC Designer Jeff Griffin Job Number KROGER (50 PSF & 150 fv1(" i) T _E c H N o i o c 1 1 ; Model Name 8'x 21' ".I'JSK Mar 11, 2016 8:44 AM Checked By: Joint Coordinates and Temperatures (Continue yj Label X f fll- Y Jf ] _ Z jft_1 _ _Temp F Detach From Dia... 342 - N344 TI -5.08333 5_- - 9._3957 T- 343 ---- - N 345- - - --0- -_ . _5.083335 9.3957 _ 0 --- - -- 4 -- - -N 346-- -- - 5._083335_---- 9.3957 3.875 0 -- --- 3� ' 45 -_ N347 -. - - -- . - 7.75 ----- - - 346 - - - N348 ---- --9.36425 �_ 1 7 --7.75 I p 347 ---- N349 -- - - --- ----- --15.375 ---- r 7.75 i- 0- l L 348:.- -- -N35021.3033- - --,- i 1 349 . - - - N 351 --- r- -- -- - - --- -- -7.7 0 -- - 0 �- - - -- I -- 0- 350 - ------N353 4.833_ - - --- 2 1 3 3 3 - ---- -- 1 1 - - I - -- 0- - 352 ---- N354 -- 4.833 0 --6--- --- -- - 7.75_ 353 --- -N355 13.75---- ._ 1 1 ---f -- - 0- 354 - - N356---- --- 3.75 1 1 --� - - --- 7.75_ 355 -- -- _ N357- -- 12.55 , 75 i i 7.75 _ 1 ---� 58 356-'-- N359- 18.66! 5 _ 1 - - rt 775 -- - -- f- ---I 359-- --N 360_- - - 3.222 -- 1 1 -- _ - 358 - _ ---- - - - 7.75 - _ 00-- --- r- _ N361 -] 10.958_ T ----N362 - - - 16.96875- 11_. �_. 7.75- 360 36.1__! N363 19.94775 -r - --� --� 362 _�-N364 ---- 1-- 7_.7_5. 0 --- _ 6._343417 ---7,75 363 N365 �- -- ' 1--- -- ---- - N3365- N36 66_ 7.853833-- i i 0 364 ! ! ---1.611 I 7.7.5 -� ---� -- ---� N368 _ l - p- - -- 1 _ 366 - 6.319167- 367_ - - _ --- N369_ � 7.805 33_ ! - ---0-1 368 1 N370 ----- - .--- -- --- 0 0 -r- 9.295 --- - -- --- -0 369 -- - N371 10.77 i 667 ._ r-- 0 -- - - - - - 370__ N372__ - T---- --- � -- � 0 I I -------_ 12.263833----1-- I 1 ---1---- 0- 0 371- - ----N373 -L-16.7832 15.266 ---- - 1 1----9 ---- 372. - ---- -N374 r-- - � -- 373------N375 1.8.2998 1 1 ; 0 --- --- 0 - - -� 374_:. --N376 _- - 19.8164 - 0- -- 0 _ N377 - 0 - -11 _ _ T--- 0 375 . - - 11 --=-5-8-1H--j 376 N3780 --�-- 0 - i 1 ---� A.875 - 377 0 -----N 79 0 _ _ 1.9375 -0 - -- 378 ' N380 - -- 21.3'3 ' --- 379 2 ; 313 -- - ------5.81253 875 0- 380_: ---- N382 - 0-- - 381 1 J ----L- - 2 .3 _,3 lj- -� ---1.9375 0 - -. - - 382 - -_ _ . 83 ----- --- N384 15.4:�c 35 i 15.45835 - - -- --------- ----7.75 1 -- 0 -- 383 _-- N385 --i_ - - _ 1.25 -_-----0---- ---- 384 ----- N386-- _15,45835 _ __--i - -15.45835-_: r----- 11 --3.875 ------+-- 1.9375 0 385- --- - - N387 1,, 4�R.3, .. ----- 5 5 5 --- - -- --- 386--- -N388 - - 13.75. 7. 104 ---- 0 - ---}-- 0 - - -- -- - ----7.75 RISA -3D Versic ,. 14.0.0 [C:\RISA\KROGER - 8'x2i5`0 PSF & 120 MPH.r3d] Pae 9 9 r r c Company VENTAIRE LLC Feb 2, 2016 Designer Jeff Griffin 10:03 AM Job Number KROGER (50 PSF & 150 MPH) Checked By: T E C H N O L O G I E S Model Name 8'x 21' KIOSK Member Primary Data Label I Joint J Joint K Joint Rotate de Section/Sha a T e Desi n List M t I D 1 M1 N1 N8 I COL1 Column Tube a eria A500 46 esi n Rules T ical 2_ M2 _ N15 N16 COL1 Column Tube A500 46 T ical 3 M3 N19 N20 I COU Column Tube A500 46 Typical 4 M4 N4 N11 I COL1 Column Tube A500 46 Typical 5 M5 N5 N12 I COL1 Column Tube A500 46 Typical - 6 M6 N21 N22 90 1 COL2 Column Tube A500 46 —Typical 7 M7 N4 N11 COL2 Column Tube A-500-46 Typical 8 i M8 _ N7 N14 COU Column Tube A500 46 T ical 9-1. M9 N6 N13 COL2 Column Tube A500 46 Typical 10 1 M10 N2 N9 90 COL2 Column Tube A500 46 Typical 11 M11 N1 N4 _N 180 BEAM1 Beam Tube A500 46 T ical 12 M12 N4 7 180 BEAM1 Beam Tube A500 46 13 M13 N5 N7 90 BEAM1 Beam Tube A500 46 —Typical Typical 14 M14 N5 N1 90 BEAM1 Beam Tube A500 46 Typical 15 M15 N17 N18 COL2 Column Tube A500 46 —TvDical 16 M16 N25 N26 90 BEAM1 Beam Tube A500 46 T *cal 17 M17 N27 N30 180 BEAM2 Beam Channel A36 Typical 18 M18 N31 N33 BEAM2 Beam Channel A36 TvDical 19 M19 N27 N31 BEAM2 Beam Channel A36 Typical 20 M20 N33 N30 BEAM2 Beam Channel A36 Typical 21 M21 N39 N40 BEAM2 Beam Channel A36 Typical 22 M22 N41 N42 BEAM2 Beam Channel A36 Typical 23 M23 N43 N44 BEAM2 Beam Channel A36 Typical 24 M24 N45 N46 BEAM2 Beam Channel A36 Typical 25 M25 N47 N48 BEAM2 Beam Channel A36 —Typical 26 M26 N49 N50 BEAM2 Beam Channel A36 Typical 27 M27 N51 N52 BEAM2 Beam Channel A36 Typical F3636 N53 N57 N55 N59 N61 N388 N64 N57 N53 N62 N54 N58 N56 N60 N62 N64 N65 N59 N55 N388 BEAM1 BEAM1 BEAM1 BEAM1 BEAM1 BEAM1 BEAM1 BEAM1 BEAM1 BEAM1 Beam Beam Beam Beam Beam Beam Beam i Beam Beam Beam Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube A500 46 A500 46 A500 46 A500 46 A500 46 A500 46 A500 46 A500 46 A500 46 A500 46 —.Typical Typical T T T T Typical T T Typical ical ical ical ical ical ical City of Wheat Ridge H RISA -31D Version 14.0.0 [C:\RISA\KROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 10 �4 ► Company VENTAIRE LLC Feb 2, 2016 v► Or- ; Designer Job Number Jeff Griffin 9:50 AM 5 SEISMIC LOAD (X -X) KROGER (50 PSF & 150 MPH) Checked By T E c H N o L o c I E s Model Name 8' x 21' KIOSK Basic Load Cases RI (� Ilocrrin}inn !'.,��..,.... Y /�.....:�.. v n__..:... � r.___.v..- ._•_. .. _. .. _ -_ _ _ F-- 1 DEAD LOAD - - — vauwuicuruca Ivlc... �urrace r.. None -1 2 �3 4 LIVE LOAD WIND LOAD Z -Z WIND LOAD X -X None 1 None 1 None 24 5 SEISMIC LOAD (X -X) None -.446 -- 6 1 SEISMIC LOAD (Z -Z) 1 None -.446 Load Combinations rl-riMinn Cn DI r C- Joint Boundary Conditions -Inin} I nhcl I Y rb/i..t v n.r._i Reaction Reaction wi. n-iulau rr[Ul. Ic-tura❑ L KOI. K-1tRadf _ Reaction 2 _ N5 Reaction Reaction — Reaction 3 _ N25 -- Reaction Reaction Reaction - 44 _ N26 Reaction Reaction Reaction 5 Innow. MITI _ Reaction - 6 _ N7 Reaction Reaction Reaction 7 N66 _ Reaction Reaction Reaction 8 _ N67 _� Reaction Reaction Reaction Joint Boundary Conditions -Inin} I nhcl I Y rb/i..t v n.r._i City of Wheat Ridge Le RISA -3D Version 14.0.0 [C:\RISA\KROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 11 Reaction Reaction wi. n-iulau rr[Ul. Ic-tura❑ L KOI. K-1tRadf _ Reaction 2 _ N5 Reaction Reaction — Reaction 3 _ N25 -- Reaction Reaction Reaction - 44 _ N26 Reaction Reaction Reaction 5 Reaction Reaction _ Reaction - 6 _ N7 Reaction Reaction Reaction 7 N66 _ Reaction Reaction Reaction 8 _ N67 _� Reaction Reaction Reaction City of Wheat Ridge Le RISA -3D Version 14.0.0 [C:\RISA\KROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 11 City of Wheat Ridge uilding Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shear[k] LC z Shearfkl i C Tnrniiark-fH i (' nn,,- I r nn....,o i r 114 Company VENTAIRE LLC Feb 2, 2016 min Designer Jeff Griffin 10:04 AM 1 -.01 Job Number KROGER (50 PSF & 150 MPH) Checked By: T E C H N o L o c I E s Model Name 8'x 21' KIOSK Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shear[k] LC z Shearfkl i C Tnrniiark-fH i (' nn,,- I r nn....,o i r 114 min -.099 8 1 -.01 4 -.002 7 -.003 4 -.013 4 -.002 8 115 _ _ 3 max .177 4 .013 4 .002 3 .001 8 .036 4 .003 4 116 _ min -.148 3 -.01 5 0 8 -.003 4 -.011 7 -.003 5 117 118 4 _ max min .112 -.579 8 4 .004 -.073 8 2 .002 0 4 8 .001 -.003 8 7 .061 -.009 2 7 .006 -.028 5 4 119 5 max .116 8 .014 5 .003 7 .001 8 .066 4 .104 1 4 120 _ min -.579 4 -.065 4 0 1 8 -.003 7 -.008 8 -.011 5 121 M13 1 max .195 3 .002 8 .014 6 .032 6 .013 1 .091 2 122 min -.244 6 1 -.021 6 -.016 1 -.292 2 -.022 6 -.349 6 123 2 max .217 6 .154 4 -.003 4 .003 8 0 4 .024 4 124 min -.13 3 -.041 6 -.039 1 -.029 2 -.011 1 -.003 1 125 3 max -.009 7 .066 2 .003 2 .003 4 0 2 .135 4 126 min -.073 1 -.001 8 -.002 1 1 -.017 6 -.002 1 -.006 8 127 4 max 018 7 .003 8 .019 1 .218 2 0 4 .065 2 1281 min -.11 5 -.053 4 0 .4 -.003 8 -.012 1 -.015 6 129 5 max .221 5 .044 4 .017 5 .208 2 .014 5 .003 6 130 min -.04 7 -.004 8 -.004 4 -.009 8 -.005 4 -.044 4 131 M14 1 max .128 8 .055 6 .043 4 .094 6 .012 5 .144 4 132 min -.646 4 -.004 7 -.013 5 -.002 2 -.071 4 -.009 8 133 2 max .125 8 .055 6 .051 2 .094 6 .019 2 .133 4 134 min -.646 4 -.003 7 -.003 5 -.001 7 -.004 1 -.329 6 135 3 max .196 4 .039 1 6 .009 1 .003 2 .003 1 .083 4 136 _ min -.155 3 0 1 7 -.009 3 -.081 6 -.002 4 -.424 6 137 4 max .63 2 .007 2 .01 4 .003 2 .002 8 .037 2 138 min -.108 8 -.05 6 -.005 8 -.094 6 -.007 3 -.358 6 1391 5 max .63 2 .007 2 .02 3 .003 2 .021 2 .006 8 1401 min -.111 8 -.05 6 .001 8 -.094 6 -.003 8 -.029 6 141 142 M15 1 max min .816 .049 1 4 1 .061 .005 1 4 .004 -.1 8 2 .013 0 2 7 .525 -.024 4 8 .078 .005 1 4 143 2 max .571 1 -.001 4 .002 8 .004 6 .01 8 0 7 1441 min .041 4 -.013 1 -.053 1 2 -.006 2 -.395 2 1 -.005 1 145 3 max .403 1 0 6 0 8 .004 6 .035 8 0 8 146 min .033 4 0 7 -.102 4 -.006 3 -1.053 2 0 3 147 1 1481 4 max min .369 018 1 4 0 -:002 7 1 .107 -.002 2 8 .013 0 2 8 .042 -.725 1 4 .002 0 1 4 149 5 max 0 1 0 2 0 2 0 1 0 1 0 1 150 _ min 0 1 0 1 0 1 0 1 0 1 0 1 151 152 M16 _ 1 _ max min 0 -.006 1 8 .006 0 7 5 -.005 -.153 8 2 0 0 1 4 .315 -.015 2 8 .011 -.006 6 2 153 ,1541 1551 156 157 158 159 160T 161 162 163 164 165 166 167 _ 168 i 169 170 --min M17 _ 2 3 4 5 1 2 3 _ 4 5 max min max min max min max max min max min max min max min max min 1 0 -.003 0 0 .003 0 .006 0 018 -.131 213 -.416 .233 -.499 .11 -.343 .024 -.083 1 8 1 1 8 1 8 1 8 6 5 4 5 4 5 4 8 4 .003 0 .001 0 .001 -.004 .001 -.007 .017 -.011 .007 -.016 .057 0 .023 0 .005 .002 7 5 8 5 8 7 8 7 6 3 4 1 1 4 1 7 5 4 1 .002 -.142 .008 -.131 .015 -.124 .022 -.118 0 -.002 .002 -.003 0 -.005 0 0 .001 0 8 2 8 2 8 1 4 5 14 7 2 5 8 5 8 6 8 8 2 0 0 0 0 0 0 0 0 .004 0 .001 -.005 .001 -.001 .006 0 0 -.007 1 4 1 4 1 4 1 4 5 8 5 4 3 7 1 6 7 3 .032 -.018 -.009 -.236 .013 -.48 .048 -.709 .023 -0-7 0 -.005 0 0 0 0 01 -.003 4 8 6 2 8 2 8 4 6 8 6 5 2 8 6 8' .012 -.006 .013 -.006 .014 -.007 .015 -.007 .031 -.016 .01 0 _ 0_ - �0 -.011 6 2 6 2 6 2 6 4 6 3 3 �- 5 "'�° ! -11 RISA -3D Version 14.0.0 [C:ARISAWROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 3 Company VENTAIRE LLC Feb 2, 2016 F Designer Jeff Griffin 10:04 AM Job Number KROGER (50 PSF & 150 MPH) Checked By: T E c H N o L o c 1 E s Model Name 8'x 21' KIOSK Envelope Member Section Forces (Continued) Member Sec Axiairkl LC Shear k LC z Shearrkl LC Tor ue k -ft LC v -v Mome LC z -z Mom= LC RISA -31D Version 14.0.0 [CARISAWROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 4 171 M18 1 max .196 1 2 .012 3 .001 8 1 .006 1 4 .023 6 .015T -1- 1 min -.132 6 -.017 6 -.015 1 2 1 -.004 --T-8--.008 1 5 -.025 2 -.031 6- 173 2 max .449 2 .013 5 .003 1 6 1 0 4 .019 1 174 min -.061 8 -.018 4 -.055 14 -.008 2 -.004 6 -.015 4 175 _ 3 max .501 2 -.002 4 .003 8 .003 8 .001 8 .015 1 176 min -.069 8 1 -.077 1 -.04 i 4 -.014 4 -.017 4 0 4 177 4 max .345 2 -.002 6 0 8 0 8 .01 2 .003 1 178 min -.05 8 -.049 1 -.021 2 -.021 4 0 8 -.003 2 179 5 max .117 2 0 1 .021 4 .01 3 .004 4 .006 5- 180 min -.016 8 -.005 2 -.001 8 1 0 7 0 1 0 8 181 M19 1 max .088 6 .056 1 .012 6 .004 6 .001 8 .018 5 182 min -.014 1 .002 8 -.003 2 -.002 2 -.026 6 -.003 8 183 2 max .088 6 .092 1 .012 6 .004 6 .011 6 .039 1 184 _ min -.022 1 -.005 8 -.007 5 -.005 2 -.01 4 -.002 6 185 3 max .081 6 .072--1 .007 6 .003 6 .014 4 .02 1 186 min -.053 ' 3 -.052 3 -.006 4 -.005 2 -.003 6 -.006 4 187 4 max .094 6 .037 2 .007 1 2 .006 2 .011 6 .045 3 188 - min -.16 2 -.092 1 -.011 1 6 -.004 6 -.022 4 -.003 6 1891 5 max .094 6 .027 4 .007 2 .006 2 .032 2 .02 5 190 min -.16 2 -.056 1 -.011 6 -.004 6 -.025 6 -.057 4 191 M20 1 max .003 7 .06 1 0 5 0 7 .006 2 .02 1 192 min -.016 5 0 4 -.002 7 -.004 5 -.002 8 -.008 4 193 2 max .025 4 .122 1 0 3 0 7 .001 7 .042 1 194 min -.032 5 -.01 2 -.002 7 -.004 3 -.004 2 .001 7 195 3 max .026 4 .114 1 .002 7 .004 3 .003 2 .033 1 196 min -.032 5 -.004 8 0 2 0 7 0 1 0 7 1971 4 1 max .026 4 .005 8 .002 7 .004 3 .001 7 .042 1 198 _ min -.031 5 -.122 1 0 2 07 -.003 8 .002 7 199 5 max .015 4 -.003 8 .002 1 7 .004 5 .003 8 .024 3 200 min -.014 5 -.06 1 0 1 0 7 -.002 3 -.001 8 201 M21 1 max .048 4 .235 1 .006 4 .001 6 0 8 .016 4 202 min -.078 6 -.017 4 -.001 6 -.004 3 -.006 3 -.317 1 203 2 max .378 2 .169 1 .196 6 .04 3 .005 4 .057 4 204 min -.21 6 -.011 4 -.086 4 -.019 6 -.005 6 -.925 1 205 3 max .128 2 .094 1 .007 6 .009 3 0 4 .053 4 206 min -.152 6 -.053 3 -.002 7 -.006 1 -.005 6 -1.289 1 207 4 max .05 8 .037 4 .009 8 .019 6 0 8 .18 4 208 min -.225 4 -.17 1 -.192 6 -.04 3 -.007 2 -.929 1 209 210 211 212 213 214 215 t221 222 223 224. 225 226 227 M22 __ M23 _ 5 1 2 _ 3 _ 4 _ 5 _ 1 2 _ 3 _ 4 max min max min max min max min max min max min max min max min max min max .01 -.056 076 -.023 076 -.023 158 -.048 .223 -.024 .094 -.024 .091 -.013 168 -.017 .238 -.017 .311 1 6 4 6 4 6 4 6 4 6 4 6 4 5 4 6 4 6 2 .024 -.235 .256 .006 .178 -.018 .042 -.05 .051 -.177 .006 -.257 .286 -.005 .285 -.013 .017 -.023 -.009 4 1 1 4 1 4 1 3 4 1 4 1 1 4 1 4 1 2 8 .009 -.002 .004 -.001 .113 -.133 .004 -.004 .155 -.014 0 -.009 .002 0 .002 0 0 -.005 0 2 7 5 4 4 5 5 6 2 8 F2_ 7 1 2 7.007 4 3 i 2 8 .004 -.001 0 0 0 -.006 0 -.004 .005 -.002 .001 0 .007 0 0 .005 0 0 3 6 6 3 8 3 6 1 4 8 3 6 3 8 3 7 4 7 6 .01 -.004 0 -.004 .005 -.003 .003 0 .008 0 0 -.01 0 0 0.057; 0 .003 0 0 4 5 4 5 5 4 5 7 2 8 8 2 2 7 4 8 1 .126 -.322 -.026 -.403 -.059 -1.136 -.094 -1.663 026 -1.144 .007 -. ` 9 -_1.434 116 .251'4__, 4 1 8 1 4 1 6 1 4 1 4 4 1 ,4e 1 RISA -31D Version 14.0.0 [CARISAWROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 4 V Company VENTAIRE LLC Feb 2, 2016 Designer Jeff Griffin 10:04 AM Job Number KROGER (50 PSF & 150 MPH) Checked By: T E c H N o L o c 1 E s Model Name 8' x 21' KIOSK Envelope Member Section Forces (Continued) RAomhcr Qo A-;-IfLI I f, ot,__-nn 228 _ min - - -.017 -- 6 -.282 - 1 - --1--- 11 -.005 -- 2 .-1 -.008 w 3 Y -Y IVIVII IC... -.008 L%, L -L IVIVfll6... 2 -1.446 LU 1 229 _ 5 max .311 2 -.015 8 .018 2 0 7 .028 2 .285 4 230 min -.011 6 -.284 1 -.002 1 7 -.008 3 0 8 -.375 1 231 M24 _ 1 max _ .05 4 .24 1 .002 7 0 6 .002 2 -.013 4 232 min -.009 5 .005 4 -.001 2 -.005 3 0 7 -.345 1 1 233 _ 2 max .095 4 .262 1 .002 -08 7 .005 3 0 8 -.036 1 4 234 min -.013 5 .007 8 -.005 2 0 7 -1.159 1 235 3 max .12 4 .1241 .002 7 .002 1 0 2 -.051 4 236 min -.013 5 -.09 3 0 2 -.005 3 0 7 -1.298 1 237 4 max .12 4 -.007 8 0 6 .005 2 0 8 -.03 4 238 min -.013 5 -.262 1 -.002 7 -.005 3 -.001 2 -1.161 1 239 5 max 095 4 -.007 4 .003 2 .005 3 .004 2 0 4 240 min -.008 5 -.239 1 -.002 7 0 6 0 7 -.351 1 241 M25 1 max 11 6 .055 1 .001 4 .004 1 .007 6 .007 6 242 min -.056 4 -.029 4 -.007 6 -.01 4 0 4 -.038 3 243 2 max .11 6 .031 5 .001 4 .004 1 .002 6 4 244 min -.056 4 -.032 4 -.007 6 -.01 4 0 -7--.067 .004 1 245 3 max .116 .069 3 .005 5 .012 2 .001 4 .039 4 246 min -.062 4 -.036 2 -.007 6 -.001 6 -.003 6 -.059 1 247 4 max .085 6 .022 4 .005 6 .012 2 0 5 .021 4 248 min -.062 4 -.029 1 -.005 4 -.002 5 -.003 4 -.061 1 249 5 max .085 6 .019 4 .005 L6 .012 2 .005 6 .005 2 250 min -.062 4 -.077 1 -.005 4 -.002 5 -.006 4 -.016 1 251 M26 1 max .109 6 .055 1 .007 6 .001 8 0 7 .007 6 252 min -.019 4 -.042 4 0 7 -.025 2 -.007 6 -.032 1 253 2 max .109 6 .032 5 .007 6 .001 8 0 8 .03 4 254 min -.019 4 -.045 40 8 -.025 2 -.002 6 -.068 1 255 3 max 109 6 .079 3 .0076 0 6 .003 6 .076 4 256 min -.019 4 -.049 2 -.005 5 -.025 2 -0-8 -.059 1 257 4 max .086 6 .036 4 0 8 .023 4 0 8 .047 4 258 min -.012 4 -.03 1 -.005 6 -.001 8 -.003 2 -.06 1 259 5 max .086 6 .033 4 0 7 .023 4 0 8 2 260 min -.012 4 -.078 1 -.005 6 -.001 8 -.006 2 .021 -.015 1 261 M27 1 max .108 5 .2 1 .002 8 0 7 0 7 .032 1 4 262 min -.018 4 .009 6 0 7 0 1 0 4 -.194 1 263 2 max .115 5 .196 1 .002 8 .001 1 0 5 -.013 4 264 min -.023 4 .006 6 0 6 0 2 0 8 -.755 1 265 3 max 115 5 .072 3 .002 8 .001 5 0 1 -.023 4 266 -.024 4 -.091 1 0 2 -.001 1 0 8 -.845 1 267 .104 5 -005 4 .002 2 0 4 0 6 -.027 4268 k4min -.024 4 -.193 1 -.002 I8 -.001 1 0 4 -.753 1269 .08 5 -01 8 .002 2 .001 1 2 -.002 4270 -.024 4 -.002 8 0 4 .002 0 8 -.216 1 271 M28 1 max .217 6 .01 5 1 .008 6 1 .002 8 .051 2 5 272 min -.074 3 -.001 4 -.003 2 -.005 3 -.301 6 .008 -.004 4 273 2 max 217 6 .003 5 .008 6 .0028 2 0 3 274 min -.074 3 -.006 2 -.003 2 -.005 3 .047 -.291 6 0 8 275 3 max .195 _ 6 .002 4 .01 6 .002 8 2 0 4 276 _ _ min -.028 3 0 5 -.001 i 3 -.006 1 .025 -.163 6 5 277 4 max 116 6 .006 1 .008 6 .002 8 0 6 278 min -.016 1 0 6 -.002 2 -.005 3 .008 -.033 6 Q. 1 279 280 5 max 116 6 -.001 1 .008 6 .002 8 .007 8 .0 4 6 281 M29 1 min -.016 091 1 -.005 2 -.002 2 -.005 3 -.025V iea ' 1 282 max _ 6 .036 6 .006 6 .055 6 .025 283 _ min -.038 3 1 -.003 4 -.007 3 -.031 284min __2 max .091 6 1 .032 6 .006 6 .055 6 .016 3 6 -.038 3 -.007 2 1 -.007 3 -.031 3 L -.099 6 0 2 LI�7/y-,L, version 14.U.0 [U\KISA\KRUGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 5 Company VENTAIRE LLC Feb 2, 2016 Designer Jeff GriffinAM Job Number KROGER 50 PSF & 150 MPH 1 Checked ed � ) Checked By: T E C x N o L o c I E s Model Name 8'x 21' KIOSK Envelope Member Section Forces (Continued) Member Sec Axiallkl LC V Shaarrkl I r 7 ghoarrkl I r.. Tnr ..f4_ftl I r 285 3 max 092 6 0 1 .004 6 .022 58 li L -L MVI IM... .002 LlJ 286 min -.075 3 -.006 6 -.002 1 -.01 85 -.005 287 4 max 08 6 .007 2 .005 1 .033 14 .002 dr6 288 min -.062 3 -.002 6 0 4 -.001 85 t14 -.002 289 5 max .08 6 .002 4 .005 1 .033 14 .006 290 min -.062 3 -.008 5 -.001 1 8 -.001 8 -.005 4 291 M30 1 max .213 6 .01 5 .002 8 .006 5 .008 5 292 min -.034 1 .003 8 -.047 4 -.073 4 0 8 2931 2 max .213 6 .003 5 .005 2 .006 5 .387 4 0 1 294 _ min -.034 1 -.001 8 -.007 1 6 -.073 4 -.018 8 0 2 295 3 max 196 6 0 8.001 8 .01 5 .155 6 0 8 296m in min -.012 1 -.002 3 -.037 4 -.091 4 -.059 2 -.002 5 297 4 max .118 6 .006 3 0 8 .006 5 .047 6 _076 298 min -.006 3 0 6 -.015 4 -.073 4 -.275 4 -.001 1 299 5 max .118 6 0 3 .037 2 .006 5 .039 6 6 300 min -.006 3 -.004 6 -.007 6 -.073 4 -.253 4 .003 -.005 3 301 M31 1 max .091 6 .036 6 .004 1 .334 2 .178 4 .045 6 302 min -.017 1 .001 4 -.035 4 -.067 6 -.02 1 -.002 4 303 2 max .091 6 .032 6 .01 3 .334 2 .158 4 6 304 min -.017 1 -.003 2 -.006 1 6 -.067 6 -.015 1 .004 -.001 2 305 _ 3 max .095 6 .001 3 .002 1 .413 4 .038 5 0 8 306 _ min -.04 1 -,005 6 -.015 4 -.039 5 0 7 -.005 5 307 4 max .084 6 .002 7 0 8 .206 4 .02 5 6 min -.022 1 -.004 5 -.022 2 -.037 5 -.107 4 .002 -.001 1 309 5 max .084 6 -.002 7 .022 4 .206 4 .017 5 5 310 min -.022 1 -.01 5 -.004 1 -.037 5 -.103 4 .009 0 7 311 1 M32 1 max 038 5 .005 2 .002 8 .005 5 .002 8 2 312 min -.062 4 .001 6 0 1 -.008 4 -.006 2 .002 -.002 5 313 2 max .038 5 0 4 .001 2 .005 5 .003 8 0 4 314 min -.062 4 -.002 5 0 1 -.008 4 -.005 2 -.003 5 315 3 max .05 5 .005 2 0 4 .005 5 .006 2 2 316 min -.107 4 -.006 5 0 8 -.013 2 0 7 .001 0 7 317 4 max .05 5 0 4 0 4 .002 6 .006 2 0 5 318 min -.107 4 -.002 5 -.001 8 -.013 2 0 8 0 2 319 5 max .05 5 -.002 4 0 4 .002 6 .007 2 5 320 min -.107 4 -.007 5 -.002 8 -.013 2 -.002 8 .004 0 4 321 M33 1 max .047 6 .004 2 .003 8 0 6 2 7 322 min -.095 4 0 6 -.002 3 -.013 1 .014 -.005 5 .002 -.003 6 323 2 max .047 6 0 7 0 8 0 6 2 0 4 324 min -.095 4 -.005 5 -.002 3 -.013 1 .011 -.006 5 0 5 325 3 max .037 6 .001 3 0 8 .012 2 _8_0 6 326 327 min -.096 4 0 6 0 7 0 6 .009 -.009 1 -.001 1 328 4 max 026 6 .003 5 0 1 .012 2 .012 2 8 0 6 329 5 min -.092 3 0 4 0 4 0 6 -.0 3 -.001 1 330 max 026 6 -.002 6 0 1 .012 2 .011 8 2 331 M34 1 min -.092 3 -.005 3 -.002 8 0 6 -.004 3 .002 0 1 332 Max .014 6 .004 1 0 1 .012 2 .005 8 2 333 _ 2 min -.075 3 .002 4 0 7 0 6 -.003 4 .002 0 1 334 max .014 6 0 1 0 1 .012 2 .005 8 4 335 3 min -.075 3 0 4 -.001 8 0 6 -.003 4 -.001 336 max .014 6 .005 2 0 1 .012 2 .007 337 min -.004 3 -.002 8 0 6 -.008 8 0 338 4 max .002 6 .002 4 0 1 .012 2 .007 1 003`' 339 min -.045 3 -.006 5 -.002 8 0 6 4 - 340_ -__ 5 max 002 6 0 4 0 1 012 2 008 008 341 M35 min -.045 3 -.01 5 -.003 8 0 6 - 011 - 8. _---"f 0 `4 1 max .032 6 .015 2 .003 7 .23 6 UP a I n�R RISA -3D Version 14.0.0 [CARISAWROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 6 Company VENTAIRE LLC Feb 2, 2016 P" Designer Jeff Griffin r 10:04 AM Job Number KROGER (50 PSF & 150 MPH) Checked By: T E c H N o L o c I E s Model Name 8'x 21' KIOSK Envelope Member Section Forces (Continued) MPmher SPr Gvininel 1 r „ 4zk-,.rLl i r - eti, ri.i i n - 3427 --- _ min -.061 -- 3 = ,.+.. 003 .._ 6 .+�wai n -.012 w 6 i vi uc n -i -.018 L%. 4 - morne... -.041 Ll.. z -z iviome... 2 -.009 U, 6 343 _ 2 max .034 6 .007 4 .004 3 .23 6 .008 7 .003 6 344 _ min -.061 3 -.01 6 -.012 ; 6 -.018 4 -.134 6 -.002 4 345 3 max .062 4 .011 2 .003 1 .143 6 .052 2 2 3461 min -.059 1 -.006 1 -.008 6 -.021 3 -.151 6 .004 0 6 347 4 max .077 4 .011 6 .012 6 .021 4 .106 4 .004 1 6 348 min -.059 1 -.021 4 -.003 ! 1 -.23 6 -.135 6 -.008 4 349 _ 5 max 077 4 .004 6 .012 6 .021 4 .11 4 .039 2 350 min -.049 1 -.029 2 -.003 7 -.23 6 -.012 1 -.011 6 3511 M36 1 max .047 6 .013 2 .004 2 .013 6 .204 6 .014 2 352 _ min -.039 3 .002 8 -.03 6 -.005 3 -.069 2 -.002 8 353 2 max .074 2 .006 1 .004 4 .002 1 .011 7 1 354 min -.022 1 -.005 8 -.03 6 -.013 6 -.48 6 .001 0 4 355 3 max 157 2 .006 5 .023 6 .002 1 .135 4 .001 5 356 min .009 7 -.005 2 0 1 -.013 6 -.526 6 0 4 357 _ 4 max .157 2 .025 2 .031 6 .008 5 .237 2 2 358 min -.023 1 -.006 1 -.002 7 -.013 6 -.481 6 .008 0 6 359 5 max .094 4 .016 4 -5--.003 .031 6 .005 3 .244 4 8 360 min -.023 1 -.007 1 7 -.013 6 -.013 8 .004 -.031 4 361 M37 1 max .029 6 .002 2 0 8 .003 6.012 2 4 362 min -.097 4 -.006 5 -.002 1 -.005 3 -.007 8 .002 -.005 5 363 2 max .029 6 .001 7 0 4 .003 6 .012 2 4 364 _ min -.097 4 -.008 5 -.002 1 -.005 3 -.007 8 .001 -.003 5 365 3 max 029 6 0 7 0 4 .003 6 .012 2 4 366 min -.097 4 -.009 5 -.002 1 -.005 3 -.007 8 .001 0 8 367 4 max .029 6 0 7 0 4 .003 6 2 5 1368 ! 369- min -.097 4 -.011 5 -.002 1 -.005 3 .012 -.007 8 .003 0 7 3701 5 max .029 6 -.002 7 0 4 .003 6 .013 2 .007 5 min -.097 4 -.013 5 -.002 1 1 1 -.005 3 -.008 1.8 0 7 Coty of NNbeat Ridge RISA -3D Version 14.0.0 [C:\RISA\KROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 7 E. WORST CASE MEMBER DETAIL REPORT city of Wheat Ridge uilding Diviso Column: M3 Shape: TU3X3X3 Material: A500_46 Length: 9.896 ft I Joint: N19 J Joint: N20 LC 3: DL+.75(LL+WL(Z-Z)) Code Check: 0.059 (bending) Report Based On 97 Sections .878 at O ft A hNM-k 0 at .618 ft Dy - in Oat8.865ft .053 at 0 ft Vy c=='- _..-. k -.011 at 1.649 ft 007 at 9.896 ft Dz in -.009 at 2.577 ft 0 at 7.834 ft Vz --- k -.019atOft .151 at Oft .069at0ft .01 at 3.195 ft T k -ft -.014 at 0 ft Mz k -ft _ - ._. _,_ -.014 at 1.649 ft My "" k -ft -.039 at 7.834 ft .435 at 0 ft NNL- fa ksi 1.522 at 0 ft ft �- ksi L rp fc ksi -1.522 at 0 ft A/SC 14th(360-10): ASD Code Check Direct Analysis Method Max Bending Check 0.059 Max Shear Check 0.007 (y) Location 0 ft Location 0 ft Equation H1 -1b Max Defl Ratio L/10000 Bending Flange Compact Compression Flange Non -Slender Bending Web Compact Compression Web Non -Slender FY 46 ksi Y -Y z -z Lb 4 f 4 f Pnc/om 32.717 k KL/r 88.848 88.848 Pnt/om 55.641 k Mny/om 4.82 k -ft L Comp Flange 4 ft Mnz/om 4.82 k -ft Warp Length .825 ft Vny/om 15.107 k L -torque 9.896 ft Vnz/om 15.107 k Taub 1 Tn/om 4.05 k -ft Cb 1 L-- city of Wheat Ridge Div AISC 14th(360-10): ASD Code Check Direct Analysis Method Shape: TU3X2X3 .606 at 5.051 ft Material: A500_46 0.021 (z) Location 5.463 ft Length: 9.896 ft 0 at 9.896 ft Equation H1 -1b I Joint: N17 Dy in Bending Flange Compact J Joint: N18 0 at 2.062 ft Bending Web Compact LC 2: DL+WL(Z-Z) Non -Slender Dz in Code Check: 0.397 (bending) Pnc/om 33.909 k Report Based On 97 Sections -.088 at 9.896 ft .128atOft .011 at Oft VY ---- .149 at 7.731 ft Vz k -.002 at 1.649 ft A k k wvl�L -.143 at 4.742 ft .011 at 6.288 ft .013 at 0 ft .542atOft T __ _ mw_ k-ft Mz My k-ft : k-ft -.003 at 1.649 ft -.004 at 7.834 ft I-1.072 _.. at 5.463 ft .078 at 0 ft 13.175 at 5.463 ft ft - ksiP fa ���a�� I ksi NJIL fc ksi -13.175 at 5.463 ft AISC 14th(360-10): ASD Code Check Direct Analysis Method Max Bending Check 0.397 Max Shear Check 0.021 (z) Location 5.463 ft Location 7.731 ft Equation H1 -1b Max Defl Ratio L/182 Bending Flange Compact Compression Flange Non -Slender Bending Web Compact Compression Web Non -Slender Fy 46 ksi Y -Y z -z Lb 2 ft 2 ft Pnc/om 33.909 k KL/r 65.299 47.326 Pnt/om 45.174 k Mny/om 2.709 k -ft L Comp Flange 2 ft Mnz/om 3.604 k -ft Warp Length .825 ft Vny/om 15.107 k L -torque 9.896 ft Vnz/om 8.909 k Taub 1 Tn/om 2.598 k -ft Cb 1 City of eat Ridge uilding Do 'son ocaii1. M70 —, Shape: TU3X2X3 .138 at 5.005 ft Material: A500_46 0.016 (z) Location 7.75 ft Length: 7.75 ft 0 ft Equation H1 -1b I Joint: N25 Dy in Bending Flange Compact J Joint: N26 -.002 at 4.036 ft Bending Web Compact LC 4: 0.6DL+WL(Z-Z) Non -Slender { Dz Code Check: 0.254 (bending) in I Report Based On 97 Sections i I -.113 at 7.75 ft L Comp Flange 7.75 ft 0at0ft Vz k A Vy k 1 — k i f s Vnz/om 8.909 k -.139 at 0 ft Tn/om 2.598 k -ft .293 at 0 ft 0 at O ft T -.005 at O ft Myk-ft k -ft Mz k -ft -.008 at 7.75 ft I -.683 at 7.75 ft 8.466 at 7.75 ft -.072 at 2.18 ft fa ft ksi r IN ----- ksi fc h66AA ksi .072 at 2.18 ft -8.466 at 7.75 ft RISC 14th(360-10): ASD Code Check Direct Analysis Method Max Bending Check 0.254 Max Shear Check 0.016 (z) Location 7.75 ft Location 0 ft Equation H1 -1b Max Defl Ratio L1676 Bending Flange Compact Compression Flange Non -Slender Bending Web Compact Compression Web Non -Slender Fy 46 ksi y -y z -z Lb 7.75 ft 7.75 ft Pnc/om 29.901 k KL/r 78.32 56.763 Pnt/om 45.174 k Mny/om 2.709 k -ft L Comp Flange 7.75 ft Mnz/om 3.604 k -ft Warp Length .646 ft Vny/om 15.107 k L -torque 7.75 ft Vnz/om 8.909 k Taub 1 Tn/om 2.598 k -ft Cb 1.22 i City of at Ridge Beam: 1V123 Shape: C5X6.7 Material: A36 Length: 7.75 ft I Joint: N43 J Joint: N44 LC 1: DL+LL Code Check: 0.336 (bending) Report Based On 97 Sections 0 at 5.893 ft A - _ M. k -.005 at 0 ft .004 at 0 ft T k -ft -.005 at 5.813 ft 0 at 5.893 ft fa ksi -.002 at 0 ft -.002 at 0 ft Dy in \ 7 -.106 at 3.875 ft .286 at 0 ft Vy k -.284 at 7.75 ft -.349at0ft Mz k -ft tW -1.683 at 4.036 ft 6.743 at 4.036 ft fc ksi 1.893 at 0 ft 0 at 4.117 ft Dz in 0atOft 0 at 5.893 ft Vz - --_ k 0 at 1.938 ft 0 at 7.75 ft My k -ft O at 3.875 ft -1.715 at 0 ft ft qviiiir ksi -6.745 at 4.036 ft A/SC 14th(360-10): ASD Code Check Direct Analysis Method Max Bending Check 0.336 Max Shear Check 0.045 (y) Location 4.036 ft Location 5.813 ft Equation H1 -1b Max Defl Ratio L/892 Bending Flange Compact Compression Flange Non -Slender Bending Web Compact Compression Web Non -Slender Fy 36 ksi Lb 7.75 ft 7.75 ft Pnc/om 19.251 k KL/r 122.592 31.002 Pnt/om 42.467 k Mny/om 1.087 k -ft L Comp Flange 7.75 ft Mnz/om 5.016 k -ft Warp Length .646 ft Vny/om 12.287 k L -torque 7.75 ft Vnz/om 14.486 k Taub 1 Cb 1.075 City of Wheat Ridge 311ildinq Divisor, . F. WIND SCREEN ROOF ATTACHMENT CALCULATIONS City of Wheat Ridge riding Divisor, Loads: BLC 2, WIND LOAD +(X -X) Ventaire Corporation Jeff Griffin HOLIDAY 07-414 FASCIA BRACKET WIND ON BRACKET /ft City of Wheat Ri SK -1 Jan 29, 2016 9:25 15-407 BKT.r2d Company Designer IF Job Number E s Model Name f E C H N O L 0 Ventaire Corporation Jeff Griffin HOLIDAY 07-414 FASCIA BRACKET Jan 29, 2016 Checked By: MNxIVttQ"'A SN6� Q. Moo( rr.9 M � ovT'. Z-- S t 3�d 8 4"' Z5'1 14 $4 x018 UsE j 12--14 scicbw s City Ot wheat Ridg Building Divis0 Page 2 RISA -2D Version 14.0.0 [C:\RISA-2D\15-407 BKT.r2d] SELF -DRILLING FASTENERS -Available with bonded washer. *With serrations under head. 1 Electro -zinc finish. Product Report No. 02701 - - .............. Part DesclriVdm .................................... Dead S POMI ill �rcTuap is Qty Applications -Number 1208200 6-20 x 318" Pan #2 .036-.100 .100 20,000 HVAC, electrical trim accessories 1210200 8-18 x 112" Pan #2 .036-.100 .205 10,000 to steel framing. 1213200 8-18 x 314" Pan #2 .036-.100 .455 10,000 Residential steel frame 1218200 8.18 x 1" Pan #2 .036-100 .705 8,000 construction. 1196200 8-18 x 112" HWH #2 .036-100 .205 10,000 Track to stud. 1199200 8-18 x 518" HWH #2 .036-.100 .330 10,000 10,000 Hat channel to stud. 1200200 8-18 x 314" HWM HWH #2 #2.036-.100 .036-.100 .455 .705 8,000 Stud splicing. 1202200 1204200 8-18 x 1" 8-18 x 1-V2" HWH `2 .036-100 1.205 4,000 428 1107000 10-16 x 314" HWH #1 .018-.095 .220 5,000 Stitching roof deck, wall panel 1109053 12-14 x 314" 11WH #1 .018-.095 .205 4,000 sidelaps or duct work. 1399000 114.14 x 718" HWH #1 .018-.095 .380 5,000 1398000 10-16 x 112" Pan #3 .036-.175 .150 10,000 Clips, duct straps, brick lies or P P 1541000 10-16 X 518" Pan #3 .036-.175 .200 5,000 5,000 accessories to steel framing. 1224000 10-16 x 314" Pan #3 .036-175 .325 1542000 10-16 x 314" Oval #3 .036-.175 .325 5,000 1397000 10-16 x 112" HWH 43 .036-.175 .150 5,000 1127000 10-16 x 518" HWH #3 .036-.175 .200 5,000 1128000 10-16 x 314" 'HWH #3 .036-175 .325 5,000 1129000 10-16 x 1" HWH #3 .036-.175 .575 5,000 1544000 10-16 x 1" Oval #3 .036-.175 .575 5,000 1545000 10-16 x 1" Pan #3 .036-.175 .575 5,000 1130000 10-16 x 1-114" HWH 03 .036-.175 .825 4,000 1546000 10-16 x 1-114" Oval #3 .036-.175 .825 5,000 1131000 10-16 x 1-112" 'HWH #3 .036-.175 1.075 3,000 1550000 10-24 x 314" HWH #3 .036-.175 .323 5,000 1551000 10-24 x 1" HWH #3 .036-175 .575 5,000 11786200 10-24 x 518" "HWH #2 .036-.175 .200 5,000 • Vibration Resistance; 11707200 10-16 x 314" "HWH #3 .036-.175 .323 5,000 HVAC Applications. 11821200 10-16 X 314" "HWH #3 .036-.175 .323 5,000 Sliest Steel Gauges Gauge No. Puliout Values (avarap its. uitanate) 1 14 1 16,]E2 Fastener Torque (min. in. lbs.) 22 24 Steel Gauge Decimal Equivalent .105"1-075"j.060" 1545 Pt. 26 24 22 20 18 16 14 12 65 2 120183 659 1374 - - 248 296 471 679 847 - ria. 2 119 193 265 298 491 703 959 - 1 148 241 311 565 826 1111 17 3 124 208 266 2 499 708 967 1474 #12 1 159 261 338 390 649 908 1259 1949 1!4 1 .208 329 428 562 800 Sliest Steel Gauges Gauge No. 12 1 14 1 16,]E2 Shear (avg. lbs. ult.) Torque (min. in. lbs.) 22 24 26 Decimal Equivalent .105"1-075"j.060" 1545 42 10-16 .030" .024" .018" The values listed are ultimate averages achieved under laboratory conditions and apply to Buildex manufactured fasteners only. Appropriate safety factors should be applied to these values for design purposes. A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screwgun should be a minimum of 4 amps and Have a RPM range of 0-2000. Adjust the screwgun nosepiece to properly seat the fastener. New magnetic sockets must be correctly set before use. Remove chip build-up as needed. • --- 1349 Nest Bryn Mawr Avenue ascn, Iltirois 60143 630595 3500 f ax: 630-595-3549 ,�w:w.itv;�buildcr, cam 6 The fastener is fully seated when the head is flush with the work surface. Overdriving may result in torsional failure of the fastener or stripout of the substrate. 1 tie fastener must penetrate beyond the metal structure a minimum of 3 pitches of thread. City of r,: �c ac; ,. ,s %gdrdi'rs-9'Dixriso .s Fastww Values Fastener Fastener (dia-t i) Tensile (lbs. min.) Shear (avg. lbs. ult.) Torque (min. in. lbs.) 6-20 1285 750 25 8-18 1545 1000 42 10-16 1936 1400 61 10-24 2702 1500 65 12-14 27782000 659 1374 - - 92 114 14- 4060 2600 150 The fastener is fully seated when the head is flush with the work surface. Overdriving may result in torsional failure of the fastener or stripout of the substrate. 1 tie fastener must penetrate beyond the metal structure a minimum of 3 pitches of thread. City of r,: �c ac; ,. ,s %gdrdi'rs-9'Dixriso .s Spar values (average mss. innate) Fastener Steel Gauge (lapped) Dia. I Pt. 26 1 24 1 22 1 20 18 16 14 #6 2 278 466 526 758 845 - - #8 2 294 496 560 1060 - - 1 398 584 659 1374 - - #10 3 - _45 5 526 1266 1540 1552 #12 114 1 1 432 511 703 849 753 1018 1452 - - 885 1244 1764 - - The fastener is fully seated when the head is flush with the work surface. Overdriving may result in torsional failure of the fastener or stripout of the substrate. 1 tie fastener must penetrate beyond the metal structure a minimum of 3 pitches of thread. City of r,: �c ac; ,. ,s %gdrdi'rs-9'Dixriso .s �n Company VENTAIRE LLC Mar 11, 2016 tr g ir Designer Jeff Griffin 8:41 AM Job Number KROGER (50 PSF & 150 MPH) Checked By: T E C H N O L O G I E S Model Name 8' x 21' KIOSK Joint Reactions I (I Infer I �KcI v nn v nn IVI r I%-ItMZ-1K-T11 1 1 N1 _ .41 1.731 -.191 0 0 0 2 1_ N5 .46 1.801 .207 0 0 0 3 1 N25 -.28 1.883 -.059 0 0 0 4 1 N26 -.239 1.529 .036 0 0 0 5 1 N4 _-.313 1.526 -.179 0 0 0 6 1 N7 -.387 1 1.59 .189 0 0 0 7 1 8 1 9 1 10 1 _ COG N66.01 N67 Totals: (ft): _ __- _ .181 _ 0 X: 10.544 1 .888 .919 11.868 Y: 8.367 -.01 .007 0 Z: 3.937_x_ 0 0 0 0 0 0 MemberAlSC 14th(360-10): ASD Steel Code Checks 1 2 1 1 _..---- M22 M24 - - - C5X6.7 C5X6.7 -- ...-.• .312 .266 --� •• 3.875 3.229 -� �w� �+�. .034 -10-3,4­12-0,69, .024 �.... ii vn na,ivnl n rnwnl n rvu1 /urn...m 2.099 19.251 42.467 1.087 1.938 19.251 42.467 1.087 uzz/om... 5.499 5.023 uD t n 1.179 H1 -1b 1.076 HI -lb 3 1 M23 C5X6.7 .256 3.875 .037 1.938 19.251 42.467 1.087 5.158 1.105 H1 -1h 4 I 1 M21 C5X6.7 .239 14.359 .097 1.938 19.251 42.467 1 1.087 5.469 1.172 H 1-1 b 5 T1 M27 C5X6.7 .174 4.02 .019 7.146 v 21.674 42.467 1.087 5.744 1.187 H 1-1 b 6 1 1 M3 TU3X3X3 .082 9.38 .011 7.113 z 32.717 55.641 1 4.82 4.82 1 H1 -1b 7 1 M15 TU3X2X3 .075 9.38 .005 0 z 33.909 .174 2.709 3.604 1 H1 -1b 8 1 M11 TU3X2X3 .049 6 .141 13.778 40.471 t45.174 2.709 3604 1 H1 -1b9 1 M6 TU3X2X3 .046 7.009 .016 7.834 14.453 .174 2.709 3.604 1 H1 -1b 10 1 M13 TU3X2X3 .032 16.667 .185 13.778 z 40.471 45.174 2.709 3.604 1 H 1-1 b City of Wheat Ridge uilding RISA -3D Version 14.0.0 [C:\RISA\KROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 1 s Company VENTAIRE LLC Mar 11, 2016 For Designer Jeff Griffin 8:41 AM Job Number KROGER (50 PSF & 150 MPH) Checked B T e c H N o L o c I e s Model Name 8' x 21' KIOSK y Joint Reactions LC Joint Label X [k] Y k Z k MX k -ft MY k f M 222 --- 3� .4 2 2 5 2 2 7 f L 8 2 2- _9 _ - L10 2_ N1_ .173_ 2.727 _1.254 0 0 0 ---075 - - -1.529 -1.091 0 -- -- --- -� _ N5 --- _N25 0___ _.097 _689 -.006 0_ 0 N26 N4 _ -.239 .231 _ -.868 0 00 -.064 2.609 9.38 -1.183 0 0 0 N7 _ -.69-2----1.656 _ _-1.152 0 0 _ 0 I_ 0 0 0 N67_ __0 .214 -.792 0 0 - - 0 -- _ Totals: 0- _ ]� .601 10,094 Y36.004 1 Z: 43079 COG (ft): 4.02 _X: Member A/SC 14th(360-10): ASD Steel Code Checks 1 r' RAcmhcr Qk­ I Ir KA-- I --mi cl.---I.n I 1.1.. .. 1 2 M 15 -- U3X2X3 �TI - _--- .238 4.02 .014 9.38 . ..v v... .. .rlil IVIII...IVIII&LIVIII... 33.909 45.174 2.709 3.604 %IU 1 C 11 H 1-1 b 2 2 ' M9 U3X3X3 .189 4.02 .070 i 1.959 z 132.717 55.641 4.82 4.82 1 H1 -1b 3 2 M23 I C5X6.7 .187 7.75 .010 13.875 v 1 19.251 142.467 1.087 6.305 1.639 H 1-1 b 4 1 2 M16 ITU3X2X3 .140 7.75 .010 1 0 z 29.901 45.174 2.709 3.604 1522 H1 -1b i 5 2 M30 TU3X2X3 .102 0 .032 1.611 z 38.477 45.174 2.709 3.604 2.655 H1 -1b 6 2 M13 ITU3X2X3 .101 16.667 .234 113.778 40.471 45.174 2.709 3.604 1 H1 -1b 7 2 M36 TU3X2X3 .075 1 7.75 .003 5.813 29.901 45.174 2.709 3.604 3.573 H1 -1b 8 i 2 1 M18 C5X6.7 .0684.889 .423 14.889 z 33.968 42.467 1 1.087 6.305 1 Hl -lb 9 2 M14 TU3X2X3 .061 I 0 .005 11.938 z 1 29.901 1 45.174 2.709 3.604 1.508 H1 -1b 10 1 2 1 M26 C5X6.7 .057 3.042 1 .056 11.521 1 z 137.142 142.467 1.087 1 6.305 11.3341 Hl -lb City of VVheat Ridge DiVIS© RISA -3D Version 14.0.0 [CARISAIKROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 2 F. Company VENTAIRE LLC " V F< Designer Jeff Griffin Mar 11, 2016 8:42 AM jK Job Number KROGER (50 PSF & 150 MPH) Checked By: T E C x N o L o c I E s Model Name 8'x 21' KIOSK Joint Reactions LC Joint Label X fkj Y fkh Z fkl MX [k -ft) MY fk-ftl MZ fk-ftl ~�2 i_ 3 3 3 1_ N I N5 N25 _ _ .345 103 _ I ._ 3.043 -_-1.047 _ _ 0 I 0 -.094 _ -.701 0 0 1.652 0 _ 0 �5 3 __ N24 42.467 - __-1 _._ _ -.044 0 0 1.117 -.626 0 0 _ 0 0 Af2::3 M15 _.336 .244 .223 2.865 --992 0 0 0 6 3 73 N7 N66_ _ -.316 3.604 -.276 3 0 0 0 I 3 M24 _- 003 .207 826 .001 0 0 - 0 8 3-__ 9 3__4__ N67 _ Totals: _ _ _ .275 0 T _ .669 -.589 0 0 -4 752__ - -0 10 3 I COG (ft): _ X: 0.5 1028.15 .173 1 Z: 3.95 154 Member AISC 14th(360-10): ASD Steel Code Checks LC Member Shape _ LICLoc ft Shear UC Locfftl DirPnc/om [k1Pnt/om [kj Mn /om...Mnzz/om... Cb E n 1 3 M22 C5X6.7 .243 13.875 .019 2.099 v 19.251 42.467 1.087 5.547 1.189 Hl -lb Af2::3 M15 TU3X2X3 .223 1 9.38 .012 9.38 v 33.909 45.174 2.709 3.604 1 1 H 1-1 b I 3 M24 C5X6.7 .207 14.521 .021 5.813. 19.251 42.467 1 1.087 5.021 1.076 H1 -1b L 4 1..3 1 M21 C5X6.7 .173 13.471 1 154 12.018 v 19.251 42.467 1 1.087 5.597 1.2 H1 -1b 5 1 3 ' M23 C5X6.7 .148 7.75 .034 15.813 19.251 42.467 1 1.087 5.806 1.244 H1 -1b 6 1 3 M9 TU3X3X3 .144 4.02 .052 11.959 1 z 132.717 155.641 4.82 4.82 1 H1 -1b 7 3 M27 I C5X6.7 .132 : 4.094 .014 7.146 v 121.674 142.467 1.087 5.757 1.189 H 1 -1h. 8 3 3 M13 ITU3X2X3 iTU3X2X3 1 .095 .094 7.75 '6.667 .009 .245 z L -o 3.778 z 29.901 40.471 45.174 45.174 2.709 2.709 3604 3.604 1227 1 H1 -1b9 H1 -1b 10 3 M30 FTU3X2X3j .076 1 0 .022 1.611 z 138477 45.174 ' 2.709 3.604 1 .2741 H1 -1b City of Wheat Ridge Divison RISA -31D Version 14.0.0 [C:\RISA\KROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 3 'a a N1 N5 128 ;03 F' p" Company Designer VENTAIRE LLC Jeff Griffin 8:42 Mar A 2016 AM N25 Job Number KROGER (50 PSF & 150 MPH) Checked By: T E c H N o � o G I E s Model Name 8' x 21' KIOSK Joint Reactions I (, Inin4 I ok_l v n.7 v nn MemberAlSC 14th(360-10): ASD Steel Code Checks r RA -k- C, k- 11n AA_ 1 N1 N5 128 ;03 2.486 -1.224 ! 1767 -1.122 n -I i fv1 I K -I l _ IVIL 1K-111 0 0 0 � 0 0 0 � r44 N25 -- 124 -1. . ��..,���� 1 1 33.909 _467 -.003 1 0 0 --- 0 .189 N26 N4 -.22 -.033 1.959 .069 -.871 2.419 0 0 0 0 _ 0� 0 H1 -1b 3 -.057 _ _-1.159 -1.837 1.177 .284 .011_ .187 0 0 0 0 0 _ 0 T--- - 7_ 4 N66 _ -.163 1 1. 8 4 ____ 9 4 `10 I_4 _-�-_ __ N67 __ -_ .192_-- Totals: - 0 COQ)__ -.10.094 6.305 .04 -.792 2.161 -6.336 - Y: 6.004. Z: 4.07 0 0 0 MemberAlSC 14th(360-10): ASD Steel Code Checks r RA -k- C, k- 11n AA_ 1 4 Al 5 -- - TU3X2X3 -- - __. .237 _....... 4.02 ..,,.,..__ .014 ---.. 9.38 -1. . ��..,���� 1 1 33.909 r !9_11 n rvui iuni...IVT Z QTm , UD t n 45.174 2.709 3.604 1 Hl -lb 2 4 M9 ITU3X3X3 j .189 ' 4.02 .070 1.959 z 32.71177-F-555.6141 4.82 4.82 1 H1 -1b 3 4 M23 C5X6.7 .187 7.75 .009 5.813 1 19.251 42.467 1.087 6.305 1.574 H1 -1b 4 4 M16 TU3X2X3 .143 7.75 .009 0 z 29.901 45.1742) 3.604 1.553 H1 -1b 5 4 1 M30 TU3X2X3 .102 0 .032 1.611 z 138.477 _40-47-1-F4-5.174 145.174 2.709 3.604 2.56OW-lb 6 4 M13 TU3X2X3 .097 i 6,667 .237 13.778 2.709 3.604 1 7 4 M36 TU3X2X3 .076 1 7.75 .003 5.813 29.901 45.174 2.709 3.604 3.80 8 4 M18 C5X6.7 .068 4.889 .413 4.889 z 33.968 42.467 1 1.087 6.305 1 HI -lb 9 4 M14 TU3X2X3 .062 0 005 1.938 z 29.901 45.174 2.709 3.604 150 10 4 M26 C5X6.7 .057 3.042 .055 11.521 z 37.142 42.467. 1.087 6.305 1.3 RISA -31D Version 14.0.0 [CARISNKROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 4 E 1 ". Company VENTAIRE LLC Mar 11, 2016 ► . r or ' Designer Jeff Griffin 8:42 AM �" s "` Job Number KROGER 50 PSF & 150 MPH .�i a � " ., "'.0. M ) Checked By: T E C H N O L O G I E S Model Name 8'x 21' KIOSK Joint Reactions LC _ Joint Label X (kl Y rkl Z rkl MX rk-ft) MV r4_fft RA7 rL as, 1 2 5_ 5- MZZ N1 N5 _ -..14 _1.027 -.1 0 0 0 1 26 1.078 3_5� .027 12.099 v N25 _ _ = _ _ I 1.675 .095 _ 0 _ 0 0 _ 0 _ 0 0 4 5 M24 N26 -----.549 _ -.519 1.315 _-.032 .008 0 0 _ 0 5 6 5 S _ _ N4 _ N7 N66 _ -.383 1.533 -.483 1.639 -.174 0 .187 0 -.093 0 0 0 0 0 0 0 7 1 5 8 9 10 _Z_ _ 5 5_ 1 5__. _L 11875 N67 Totals_ COG (ft): _ _ _:.353 .759 1 .323 773 .108 0 -2.877 9.801 0 X: 10.502 Y: 8-15 1 Z 3.95 1 0 0 � MemberAlSC 14th(360-10): ASD Steel Code Checks LC __ Member _r Shape_ UC Max Loc[ftL Shear UC Loc[ftj Dir Pnc/om fkl Pnt/om [k] Mnyy/om . Mnzz/om Cb Epn City of Wheat Ridge uilding Lei RISA -3D Version 14-0.0 [C:\RISA\KROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 5 5 1 MZZ I cbxb. 7 .243 3.875 .027 12.099 v 119.251 42.467 1 1.087 5.483 11.175 H1-1 b 1 2 15 M24 C5X6.7 .205 '3.229 .019 11.938 1 y 1 19.251 42.467 ' 1.087 5.019 11.076 H1 -1b 3 1 5 M23 C5X6.7 .198 11875 .029 11.938 v 119.251 42.467 1.087 5.158 11.105 H1 -1b 4 1 5 M21 C5X6.7 .194 13.552 .040 2.099 v 19.251 42.467 1.087 5.419 1.161 H1 -1b 5 5 M36 TU3X2X3 .147 13.875 .005 5.8131z 29.901 45.174 2.709 3.604 12.138 H1 -1b 6 5 M27 C5X6..137 ' 4.02 .015 1.786 21.674 42.467 1.087 5.736 1.185 H1 -1b, 7 5 M14 TU3X2 �TUM2k .090 3.875 .030 0 29.901 45.174 2.709 3.604 1.099 Hl -lb 8 9 5 1 5 M28 M30 I TU3X2X3 .085 .083 11 0 0 .003 .002 11.611 z 38.477 11.611 z 38.477 45.174 45.174 2.709 2.7093.604 3.604 3.429 H1 -1b 3.381 H1 -1b 10 5 M13 TU3X2X3 .076 0 160 113.778 z 40.471 45.174 2.709 3.604 1 H1 -1b City of Wheat Ridge uilding Lei RISA -3D Version 14-0.0 [C:\RISA\KROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 5 F- Company VENTAIRE LLC P F° F o tf Designer Jeff Griffin Mar A 2016 . �4* .�� Job Number KROGER (50 PSF & 150 MPH) 8:43 AM Checked By: T E c n N 0 LM0 c i E s Model Name 8' x 21' KIOSK Joint Reactions LC _ 1 ^ 6 �6 6 L Joint Label N1 N5 N25 _ T- 1 _ X [k]-_._ 568 _.598 47 3.875 Y [� � -.201 205 Z k - MX k -ft .038 0 -06 �0 MY k -ft 02 03 �7r 498 l_---.645 013 -.024 _ 0 0 _ 0 0 - p 4 _� 6 _ N26 __ _ -.465-__1.333 5 6 Z N4 6 ,_ 6 1_ - _- _ N7 � _.219 _.281 _ --=.068 717 .077 1____ 0 ! 0 _ 0 0 0 0 7 6 -_� �8 N66 _ 63 .115 _ 195 _ _-.114_ 0 0 _ 0 6 9 6 _ N67 Totals_ -- _-_607 fi -3.836 3.408 H1 -1b .178 ---J 2.161 .137 - 0 _-- 0 -- 0 10 I_6__.COG (ft) X: 1010.094_! _0 Y: 6.004 Z:_4.079 38.477 45.174 2.709 MemberAlSC 14th(360-10): ASD Stee/ Code Checks I (` KA-ko Ci. n.a. I It, AA_.. -- 1 6 T - M36 - ---�-_ TU3X2X3 .194 3.875 .008 5.813 z 29.901 ivin...iwnzziom... 45.174 2.709 3.604 VD t n 1.829 1 H1 -1b 2 1 6 M14 TU3X2X3 .118 3.875 .039 0 29.901 45.174 2.709 3.604 1.101 H1 -1b 3 6 M28 TU3X2X3 .115 0 .002 1.611 z 38.477 45.174 2.709 3.604 3.408 H1 -1b 4 6 M30 TU3X2X3 .111 0 .001 1.611 z 38.477 45.174 2.709 3.604 3216 H1 -1b 5 6 M 13 TU3X2X3 .106 0 040 13.7781 z 40.471 45.174 2.709 3.604 1 H 1-1 b 6 6 M11 TU3X2X3 .095 0 .037 13.778 40.471 45.174 2.709 3.604 1 H1 -1b' 7 6 M35 1 TU3X2X3 .056 3.875 .089 0 1 z 129.901 45.174 2.709 3.604 2.649 H1 -1b 8 7 6 M29 TU3X2X3 .053 0 .023 0 38.477 45.174 12.709 3.604 3788 H1 -1b 9 6 M31 TU3X2X3 052 0 -0-11-021 024 038.477 45.1741 2.709 3.604 3.774 H1 -1b 10 1 6-E M19 I C5X6.7 J, .043 1 11.938 z 19.251 42.467 1 1.087 6.305 2296 H1 -1b RISA -31D Version 14.0.0 [C:\RISA\KROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 6 Company VENTAIRE LLC Mar 11, 2016 Designer Jeff Griffin 8 43 AM $- Job Number KROGER (50 PSF & 150 MPH) Checked By: T E C H N o L o c I E s Model Name 8' x 21' KIOSK Joint Reactions �_ _ 1 LC _ _- 7 _ Joint Label_ X [k] Y [k Z LL MX k -ft MY k -ft MZ rk-ft N1 _ -.056 0 0 0 - �� 7 _ N5_ _ _ _ _175 .522 _ __- 176 522 _ _ .064 0 0 0 3_ 7 - _ N25 _ _ 149_ _ .291 _ -.008 r 0 0 0 4 -_ 7 5 7 7 7 8 7 F 9___ _ 7 101 7 _ __ N26 = 147 _ =_-- N4_ __-_-- i_---.053 __N7 -_ .057_ N66 _ 1961_ N67- _ 174 �- -= -- Totals; _ _' _ 1.124_ L _ __COG (ft)_ _ _ _X: 10.094 229 __ �_ _ 16 _ _ .113 _165 .16 1__--.004 2.161 1 .__ 008 _ 0 0 p __ -.026 0 0 _ 0 .019 _� 0 0 0 _ .002 _ 0_ 0 0 - _ 0 Y_ :_6,004 _ _ Z: 4.079 Member AISC 14th(360-10): ASD Steel Code Checks I r' hAomho Qk, I It, RA -1. 1 __rcn 1 7 - --- M22 -- - - C5X6.7 -- ...•--..- .020 3.875 -- .006 --- n -..1 ,w�vn� n 5.813 v 19.251 1 nuvul n 42.467 rvni rVnI...IVIII/Liurrl... 1.087 5.473 I'D 1 173 t n _H1 -1 b 2 7 M23 C5X6.7 .015 3.875 .003 1.938 19.251 42.467 1.087 5.138 1.101 H1 -1b 3 7 M24 C5X6.7 .013 13.875 .002 1.938 19.251 42.467 1.087 4.904 1.051 H1 -1b 4 5 7 7 M21 Mil C5X6.7 TU3X2X3 .012 .011 3.875 6 .001 .023 1.938 13.778 19.251 40.471 42.467 45.174 1.087 2.709 5.419 3.604 1.161 1 H1 -1b H 1-1 b 6 7 7 7! M27 M16 C5X6.7 TU3X2X3 .009 .008 13.498 0 .001 .002 1.786 0 z 21.674 29.901 42.467 1 45.174 1.087 2.709 5.771 3.604 1.192 1.924 1 H1 -1b H 1-1 b 8 1 7 M13 TU3X2X3 .007 14 .028 13.778 1 z 140.471 45.174 2.709 3.604 1 H1 -1b 9 7 M15 TU3X2X3 .007 0 .001 11.546 1 z 33.909 45.174 ' 2.709 3.604 ' 1 H1 -1b 10 7 1 M3 TU3X3X3 007 0 001 17.113 Y 132.717 55.641 ! 4.82 4.821 H1 -1b] City of Wheat Ridge riding RISA -3D Version 14.0.0 [C:IRISNKROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 7 A �. r r or Company Designer VENTAIRE LLC Jeff Griffin Mar 11, 2016 8:44 AM E Job Number KROGER (50 PSF & 150 MPH) Checked By: 7 E C H N O L O G I E s Model Name 8' x 21' KIOSK Joint Reactions LC Joint Label x fkl V fkl 7 r1,1 hAv rl. [., 1 8 _.-_. 2 8 _-- N 1 -N5-- _ -- � _06_2_ -072 '•_'• ... ... .011 -.033 _ 183 0 0 .277 0 0 _ 0 0 3 8 L N25 -.-061 - ---.75 --- - ---1- 0 6 4_ 8-- 5 8� __ N26 - N4__---- - -- _- -.003 -_045 _ .3 _- -.281 ___ -.089 643 _4-- .057 0 I .05 _ 0 0 172_ 0 0 244 0 0 _ 0_ 0 _0 -1 00 6 8 _ _ N7.056__ _� Z 8 8 -- __ _ - N66 N67-- Totals: COG_ ft ;- - (_) -- -�--- - - [ 058 =.026 - - _ 0 -- X: -10.094 _ .131 .046 -- -- 0--- 0 -.178 _j 04 - ! - - 0 -- 0 2.161-_ 1.069 1 __ -Y:_6.004 �Z: 4.079 -- 0 -�-- 0 - 9 8 10 8 MemberAlSC 14th(360-10): ASD Steel Code Checks I r Mcmhor Qh- 1 Ir` f�A., I ....rw C1.,..,. I If` I 8 M22 C5X6.7 .020 --�-, 3.875 '•_'• ... ... .011 `vv •, 5.732 z 19.25 II /VIII..IVII 1.087544 ILL/UI11.Vn1 1.166 H1-2 8 M11 TU3X2X3 .015 6 .020 13.778 40.472.709 3.604 1 H1 -1b 3 8 M16 TU3X2X3 .014 7.75 .002 7.75 z 29.9012.709 W42467 3.604 1892 H1 -1b 4 8 M23 C5X6.7 .014 3.875 .003 11938 192511.087 5.543 1.188 H1 -1b 5 8 M24 C5X6.7 .013 4.279 .003 1.938 1 19.2511.087 4.883 11.047 1 H 1-1 b 6 8 M21 C5X6.7 .012 3.875 .005 12.018 z 119.251 42.467 1.087 15.376 1.152 H1 -1b 7 8 M20 C5X6.7 .011 1 0 .011 11.938 19.251 42.467 1.087 6.305 1.491 H1 -1b 8 8 M13 TU3X2X3 .010 6.667 .041 113.778 z 40.471 45.174 2.709 3.604 1 H 1-1 b A9 8 M3 TU3X3X3 .010 9.38 .002 9.38 z 32.717 55.641 4.82 4.82 1 H 1-1 b 10 8 M10 TU3X2X3 .010 3.608 .004 7.834 z 14.453 45.174 2.709 3.604 1 H1 -1b City of Wheat Ridge uilding Divi RISA -3D Version 14.0.0 [C:\RISA\KROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 8 D. RISA 3-D WORST CASE MEMBER FORCES „rty rti ' \Wheat Ridge ing Company VENTAIRE LLC Feb 2, 2016 F" r f Designer Jeff Griffin 10:04 AM Job Number KROGER (50 PSF & 150 MPH) Checked By: T E C H M o L o c I E s Model Name 8'x 21' KIOSK Envelope Member Section Forces Member Sec Avinirkl I R v ghanrrk1 I r Sh-rrlrl I r T^ --n. so 1 r� .. RA- -- r i 1 M1 __ 1 max - ---• •• 1.551 -- 3 -••--• 0 .-� 8 ....•...+• •. .005 vv 6 . v.ac n-. .127 �v 6 - IVIVIIIC... .01 Ll 2 L -G IVIVII It'... -.001 Ll. 8 2 1 1 3 _ 4 5 6 _ 7 8! 2 3 4 min max min max min max min -.051 .936 -.005 .552 -.005 .292 0 6 3 8 3 8 3 8 -.011 .009 0 0 -.007 .016 0 6 6 7 4 6 6 4 -.005 .002 -.002 .002 -.003 .004 -.005 1 2 1 2 1 6 6 3 3 6 -.009 .061 -.012 .041 -.182 .049 -.273 4---.01 6 4 4 6 4 6 .002 -.005 .002 0 .004 -.009 6 6 2 -67007 1 3 6 -.024 .004 0 -.003 .003 -.03 5 1 4 6 3 3 6 9 5 max 0 1 0 5 0 1 0 1 0 1 0 1 10 _ min 0 1 0 2 0 2 0 1 0 1 0 1 11 M2 1 max 164 1 .03 1 .003 8 .02 5 009 2 .046 1 12 _ min -.014 6 .003 7 -.005 6 -.009 8 -.006 6 .007 8 13 2 max .287 1 -.002 8 .018 6 .027 6 .029 8 0 8 14 min -.073 6 -.038 5 -.003 8 -.007 8 -.098 6 -.007 3 15 3 max .313 1 .032 6 .004 1 .059 6 .033 8 .013 6 16 min -.019 6 -.001 4 -.007 6 -.017 3 -.112 6 0 8 17 4 max .339 1 .002 6 .005 6 .061 6 .022 8 .007 5 18 min -.019 6 -.002 1 -.003 ' 1 -.014 3 -.075 5 -.004 4 19 5 max 0 1 0 1 0 5 0 1 0 1 0 1 20 min 0 1 0 1 0 8 0 1 0 1 0 1 21 M3 1 max 1.033 1 .064 1 .008 8 0 1 .198 2 .083 1 22 min .163 7 .006 7 -.023 2 -.021 2 -.003 8 .01 7 23 _ 2 max .702 1 -.001 7 .002 8 .009 2 .103 2 0 7 24 ! min .098 7 -.013 1 -.007 2 -.006 6 0 5 -.005 1 25 3 max .465 1 0 6 .001 8.011 2 .044 8 0 4 26 min .052 4 -.002 7 -.004 2 -.006 6 -.022 1 0 6 27 4 max .383 1 .007 5 0 2 0 8 .016 8 .004 5 28 min .012 6 -.002 7 -.001 ' 8 -.008 5 -.054 1 0 7 29 5 max 0 1 0 1 2 0 1 1 0 1 0 1 0 1 30 min 0 1 0 1 0 1 2 0 1 0 1 0 1 31 M4 1 max 1.085 3 .004 3 0 8 .003 8 .023 2 .009 3 32 min -.018 8 -.001 7-.012 2 -.007 2 .001 7 0 8 33 2 max .748 3 0 8 .005 2 .003 8 0 8 0 7 34 min -.015 8 -.001 3 0 -.01 4 -.007 2 -.001 5 35 3 max 502 3 .001 7 0 IL 004 7 0 2 0 4 36 _ min -.011 8 0 8 -.002 . -.007 2 0 8 0 1 37 38 39 40 I 41 M5 42 43 44 45 46 47 48 49 50 51 M6 52 53 54 55 56 4 5 1 2 3 4 5 1 2 3 max min max min max min max min max min max min max min max min max min max min 277 -.021 0 0 953 -.816 .582 -.498 346 -.291 189 -.132 0 0 034 -.012 .158 0 .302 .013 3 8 1 1 1 4 1 4 1 4 1 4 1 1 1 6 1 6 1 7 .005 -.001 -0-7 0 .001 -.014 .01 -.001 0 -.008 .016 -.002 0 0 .011 0 0 -.001 .012 0 1 7 1 4 6 6 4 4 6 6 4 3 6 2 6 1 8 2 8 .008 -.006 0 0 .009 -.006 .003 -.031 .018 -.003 .006 -.021 0 0 .002 0 .012 0 .006 -.018 2 8 8 2 2 6 6 2 2 6 6 2 1 2 5 4 5 ! 4 4 1 1 .005 -.012 0 0 .241 -.164 .171 -.095 .181 -.134 .276 -.227 0 0 0 -.024 .004 -.006 .008 -.006 5 4 1 1 4 6 4 6 6 4 6 4 1 1 8 2 3 6 2 6 .001 -.002 0 0 .013 -.098 .031 -.003 0 -.007 .01 -.041 0 0 .003 0 0 -.001 .001 0 4 8 1 1 8 6 2 2 6 1 2 6 4 1 �1 5 : 1 ! 4 .003 0 0 0 .003 -.029 .005 0 .007 -.003 .007 - 0 (1 y Of 0 -`p$i- 001 =.07V1vi 014 -.035 3 8 1 7 4 1 6 5 8 6 3 3 6 1 6 5 FI c2,,' -1 2 RISA -3D Version 14.0.0 [CARISAWROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 1 i l Company VENTAIRE LLC Feb 2, 2016 � Designer Job Number Jeff Griffin 10:04 AM ;� '" 6 2 KROGER (50 PSF & 150 MPH) Checked B y T E c N N o L o c I E s Model Name 8' x 21' KIOSK Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shear k LC z Shearfkl LC Tor ue k -ft LC - Mome LC z AA- - LC 57 4 max min 23 .019 1 7 -.001 -.003 6 2 .005 -.006 4 1 5 .005 -.008 4 5 ... .002 0 5a_.02658 4595 z- e... max 0 1 0 1 0 1 0 1 0 160 min 0 1 0 2 0 1 0 1 0 161 1 M7 1 max .881 3 .003 3 0 8 .001 8 .009 2 62 min -.015 8 -.001 7 -.005 2 -.003 2 0 7 0 8 63_T______2 max .607 3 0 8 .002 2 .002 1 8 0 8 0 7 64 _ min -.012 1 8 0 3 0 7 -.005 4 -.003 2 0 5 65 3 max .408 3 0 7 - 0 6 .002 7 0 2 0 4 66 min -.009 8 0 8 0 2 -.003 2 0 8 0 1 67 4 max .225 3 .004 1 .004 2 .003 5 0 4 .002 3 68 min -.017 8 -.001 7 -.003 8 -.006 4 0 8 0 8 69 5 max 0 1 0 2 0 1 0 1 0 8 0 7 70 min 0 1 0 7 0 8 0 1 0 1 0 1 71 M8 1 max .881 5 .005 5 .007 2 .025 2 -.001 8 .007 5 72 min -.936 4 0 7 0 7 -.002 5 -.072 2 -.002 4 73 2 max .581 5 0 7 0 8 .04 _47015 2 0 8 74 _ _ min -.58 4 -.002 5 -.022 2 -.003 6 0 6 -.002 3 75 3 max .276 1 .001 4 .022 2 .036 2 0 8 0 8 76 min -.45 4 -.003 7 -.002 8 -.003 7 -.015 2 -.001 3 77 4 max .158 1 0 7 .048 1 4 .03 4 .012 4 0 6 78 min -.253 4 1 0 6 -.002 8 -.008 7 -.001 8 -.001 3 79 5 max 0 1 0 5 0 1 0 1 0 1 0 1 80 min 0 1 0 3 0 2 0 1 0 1 0 1 81 M9 1 max .018 3 0 4 0 8 .25 4 .003 8 0 6 82 min -.048 6 -.015 1 -.045 4 -.016 5 -.029 2 -.01 1 83 2 max .191 1 .003 4 .192 4 .203 2 .063 6 .001 4 84 _ min -.092 6 -.041 5 -.037 6 -.015 6 -.476 2 -.004 5 85 _ 3 max .25 1 .037 5 .016 6 .007 1 .066 6 .014 5 86_ min -.029 6 .0011 7 -.123 2 -.035 4 -.538 4 0 7 87 4 max .287 1 .003 6 .039 2 .01 8 .04 5 .007 3- 88 min -.025 6 -.001 3 0 8 -.153 2 -.338 4 0 8 89 5 max 0 1 0 1 0 2 0 1 0 1 0 1 90 min 0 1 0 1 0 5 0 1 0 1 0 1 91 92 93 M10 1 2 max min max 034 0 061 1 4 1 .003 0 .001 8.002 6 6 -.004 0 7 5 4 .004 __-.0_04__0 .003 8 2 8 .003 0 6 7 4 007 -.017 .008 5 2 5 94 95 96 _ 97 98 99 100 111 112 113 V106 M12 3 4 5 1 2 3 -min 5 1 _ 2 min max min max min max min max min max min max max max min max min max -.008 .119 -.082 .159 -.002 0 0 153 -.231 28 -.069 012 -.076 .019 -.081 1835 -.042 .571 -.102 .571 4 1 6 1 7 1 1 1 6 6 1 6 1 4 5 4 2 8 2 -.001 .001 0 .004 -.004 0 0 .023 -.03 .215 .031 .006 .002 .023 .003 .028 .002 0 _ -.02 .007 8 8 1 4 6 1 8 6 3 1 8 5 7 1 7 3 7 i 8 3 8 -.013 .047 -.02 .045 -.049 0 0 .002 -.009 .011 -.035 .003 0 0 -.002 .003 0 .001 -.003 .001 5 5 4 4 5 1 1 4 6 8 6 6 7 7 8 8 ! 4 2 7 2 1 -.002 .001 -.003 .01 -.002 0 0 .009 -.023 .014 0 .024 -.001 .001 -.029 .001 -.029 .003 0 .003 5 8 3 2 6 1 1 8 6 6 7 2 8 1 2 1 2 7 8 7 1 -7002 0 -.002 .002 -.001 0 0 .224 -.036 .014 -031 .004 -.019 .007 -.003 .009p_ -.013 .008 -.015 .008 5 8 5 5 4 1 1 6 4 8 6 2 6 6 8 2 8 -.028 .011 -.035 .011 -.023 0 0 .035 -.024 -.003 -.021 0 '0"4 .02min 003 -.021 -.021 8 5 8 1 8 1 1 6 3 8 1 1 8 0 n' 3 RISA -3D Version 14.0.0 [C:\RISA\KROGER - 8'x21' - 50 PSF & 120 MPH.r3d] Page 2 i CITY OF 1NHEAT RIDGE I�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NO .CE Inspection Type: / ',/ V _V - Job Address: / 2- �7 2_ 5 , Permit Number: Z0/'/GD 1 " f. r.- �'1 fi f J IV!' " d' t 5 y,g c l /cce / i00 :./'L �gl ASC C, Cl 1.., ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes �No� ". When corrections have been made, call for re-inspfec#ion at 303-234-5933 Date: f Inspector:�t� r DO NOT REMOVE THIS NOTICE City of Wheat -Midge COMMUNITY DEVELOPMENT COPY City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Regency Centers 1873 S. Bellaire St. Denver, CO 80222 Galloway Planning, Architecture, and Engineering Attn: Aaron McLean 6162 S. Willow Dr., Suite #320 Greenwood Village, CO 80111 To whom this will concern: The application for the King Soopers Fueling Station for 12525 W. 32nd Ave., Plan #201501272 was submitted to our office on 08/24/2015. Per the 2012 IBC, Section 105.3.2 Time limitation of application states that an application for permit for any proposed work a shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith or a permit has been issued; except that the building official is authorized to grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Our Chief Building Official, Michael Arellano, has approved two extension requests. The first dated 06/22/2016 and extended until 09/24/16, and the second was requested on 09/27/2016 and extended until 12/27/2016, at which time the applicant (Aaron McLean) was made aware that this would be the last extension that would be granted for this application (copy of email is attached). Our department has been in discussions with the Planning (Meredith Reckert) and Public Works (Dave Brossman) departments regarding this application and it was brought to our attention that a plat would not be recorded, at the earliest, until at least mid-February of 2017. With this information, the permit would not be approvable and issued by the expiration date of 12/27/2016. We regret to inform you that the amlication will become void as of 12/27/2016. A new application, along with plans will need to be submitted after the plat has been recorded, and the project can be approved by all required departments. The Building Division will not accept an application for this property until it has been confirmed that the plat has been recorded and approved by the Planning Commission. We have also been in contact with West Metro Fire (Bruce Kral), who now presides over the existing Wheat Ridge Fire Department jurisdiction, who will also require a resubmittal (copy of email is attached). Prior to applying for the building permit, a submission to West Metro Fire will be required, where they will sign a proof of submission form stating they've received plans and are in the process of review. This will be required at the time of application and plan submittal to the Building Division. We look forward to working with you in the future. Melissa Mackey Senior Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2855 Fax: 303-237-8929 www.ci.wheatridize.co.0 www.d.wheatridge.co.us City Of �W heat Pdge htUNITY DEVELOPMENT Building & Inspection Services Divi n 7500 W. 29" Ave., Wheat Ridge, C 80033 Office: 303-235-2855 * Fax: 303-23 -89291, Inspection Line: 303-234-5933 FOR OFFICE USE ONL Date: ,� _ 2 c _ i Plan/Permit # � C� I '*-D 1 Z - Plan Review Fee: l3Uildin m Application licationN � ,D *** Please complete all highlights reas on both sides of is form. Incomplete application's may not be processed. Property Address: sddress-e "n /Z Wes --(_ .3 ?_ -7 qV,4 ve. 303-778-3134 Property Owne egency Center wner) King Soopers is building the gas station Phoft Dave Seagraves construction manager Property OwnerE •l: King Soope dave.seagraves@kroger.com Mailing Address: (if differen n1milligoilliPperty address) Address: King Soopers Facility Engineering - Facility ngineer 0445 Tejon Street City, State, Zip: nver, Colorado 80223 Architect/En ins Gall ay Inc. Attention Matthe uh P.E., ArchitectfEngineer E-mail: m duhaime@gallowayus.c Pho _303-770-8884 Contractor: to be determin after bid Contractors City Licen #: Contractor E-mail A cess: Sub Contractors. Electrical: P Mechanical: W.R. City Licens # W.R. City W.R. City License # Other City L' nsed Sub: Other City Licensed Sub: Licens City City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) X NEW COMMERCIAL STRUCTURE ELECTRICALIRFING E UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIA ❑ COMMERCIAL ADDITION RESIDENTIANG RESDENTIAL ADDITION INDOW REENT COMMERCIAL ACCESSORY STRUCTURE (Garage, s deck, etc.RESIDENTIAL ACCESSORY STRUCTURE (Garage, sh Eck, etc. ❑ MECHANICAL SYSTEM/APPLIANREPAIR or REPLACE El PLUMBING SYSTEM/APPLIANCE AIR or REPLACMENT El ELECTRICAL SYSTEM/APPLIANCE �IR or REPLACEMEN ❑ OTHER (Describe) (For ALL projects, please provide a detailed descri of work to be pe proposed uses, square foo�10d, �etc.),_ tion and sed new con amount of materials to be Project Description: AL There are two existing bIngs on site that removed y the property o r (Regency) \\\ King Soo rs Inc. will consN(mactured f a 9 dispen station wit 212 sq.ft. kiosand approved) wl a metal canopy. Sq. FULF Btu's Squares OF including currejruse of areas, , appliance sizeAd efficiency, type and P Gallons \4D Otte P ect %va act value or the of all materials d labor i uded in • ntire prof $;e $100k cont or to provide final uatio hen p tis pick OWNER/C7-TOR SIGN RSTANDI AND RE ME VT__ 1 hereby certify that the setback distances p this permit plicatio re acc ate and do not v applicable ordinances, rules or regulations of the City of Wheat Ridge or covenan s, easements restrictio reco that all measure ghown and allegations made are accurate; that I have read and agree to abide by all conditions nted on this hat I assume fu ibility for compliance with applicable City of Wheat Ridge codes and ordinances work un is is applica n; that I am the legal owner or have been authorized by the legal owner of the prope o perform t described rk als thorized by the legal owner of any entity included on this application to list that entity on t s application. CIRCLE ONE: (OWNER) (CONTRACTOR) r HORIZED R ENTA ) nj (OWNER) (CONTRACTOR) PRINT NAME:Matthew Duhaime SIGNATI DATE: August 19, 2015 PARTME SE ONLY ZONING COMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: Ts,(/ ssC •� TBLIC EPA MENT C ENTS: RKS MMENTS: Reviewer: PROO'f OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required a� Sanitation District ❑ Received ❑ Not Required Building Division Valuation: $ „` City of Wheatl�idge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submiss' or itting/Plan Review A copy of this form must be compl ed by each agency indica on the Permit Submittafi"Checklist for the project type and be attache to th Building Permit plication at the time of submission. Applications presented for su fission with completed Pr f of Submission forrltn from a required agency will not be accepted o ocessed. Date: r� Project Address: / �2 - W 3 2 % ve, Name of Firm/In dual submittin ' ocuments: w 41-/,q c . ProjectN/o-/DC47 scripti /�� o a ems jr4 .. s 'L �c Q �e'e_,A1 s CP v "19- g `6 -tor" S Signature of Firm Repr entative or Individual: indicated below and do, by for review and approval of the prod Agency represented: (Please check p/ Wheat Ridge Fire Prote on o Arvada Fire Protectio o Wheat Ridge Water strict o Consolidated Mut Wate o Valley Water Di ict o Denver Water Agency Notes: Signature: G�If ML a du Le bee below, here ck ted above. 00 representative of the agency e receipt of documents necessary o Wheat Ridge Sanitation District *%&W Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Melissa Macke From: Aaron McLean <Aaron McLean@gallowayus.com > Sent: Tuesday, September 27, 2016 9:46 AM To: Melissa Mackey Subject: RE: KSF#20 - Wheat Ridge, CO - King Soopers fuel BP extension Melissa, Thank you for the update and providing the extension. We understand that this will be the last extension and will hopefully be able to pick up the permit within this time frame. Have a great day! Galloway Planning. Architecture. Engineering. AARON McLEAN, SITE DEVELOPMENT COORDINATOR 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 O 303.770.3636 F Aaron McLean(cDGallowavUS.com www.GallowayUS.com Denver, CO — Colorado Springs, CO — Loveland, CO — Salt Lake City, UT — Fresno, CA Licensed in more than 40 states to better serve you. This message and any attachments are intended only for the recipient named. If you are not the intended recipient you are notified that any dissemination, disclosing, copying, distributing or taking any action in reliance on the contents of this information is strictly prohibited. Galloway & Company, Inc. considers any design data to be in final form only when plotted, stamped and signed. Galloway & Company, Inc. assumes no responsibility for the unauthorized use of this data. From: Melissa Mackey[mailto:mmackey@ci.wheatridge.co.us] Sent: Tuesday, September 27, 2016 9:40 AM To: Aaron McLean Subject: RE: KSF#20 - Wheat Ridge, CO - King Soopers fuel BP extension Good morning Aaron, I was unaware that Michael was out of the office yesterday, but I was able to speak with him this morning during our meeting. He has approved the extension request for 90 days, which will have a new application date of 12/27/2016. He also wanted me to make you aware that this will be the last extension request that will be accepted for this project. If the permit is not approved and picked up by 12/27/2016, the application and plans will become void and a resubmittal would be required. Please let me know if you have any questions or need additional information. Thanks, Melissa Mackey Melissa Mackey From: Melissa Mackey Sent: Wednesday, June 22, 2016 11:27 AM To: 'Aaron McLean' Subject: RE: KSF#20 - Wheat Ridge, CO - King Soopers fuel BP extension You're welcome. We appreciate your quick response as well. Melissa Mackey Senior Permit Technician Office Phone: 303-235-2855 Fax: 303-237-8929 City of Wheatfki CommuNrrY DFYELCN'ME N-7 From: Aaron McLean [mailto:AaronMcLean@gallowayus.com] Sent: Wednesday, June 22, 2016 11:26 AM To: Melissa Mackey Subject: RE: KSF#20 - Wheat Ridge, CO - King Soopers fuel BP extension Hi Melissa, Thanks so much for getting this done quickly, much appreciated! Have a nice day. Galloway Planning. Architecture. Engineering AARON McLEAN, SITE DEVELOPMENT COORDINATOR 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 O 303.770.3636 F Aaron McLean(d�GallowavUS.com www.Ga(lowayUS.com Denver, CO — Colorado Springs, CO — Loveland, CO — Salt Lake City, UT — Fresno, CA Licensed in more than 40 states to better serve you. This message and any attachments are intended only for the recipient named. If you are not the intended recipient you are notified that any dissemination, disclosing, copying, distributing or taking any action in reliance on the contents of this information is strictly prohibited. Galloway & Company, Inc. considers any design data to be in final form only when plotted, stamped and signed. Galloway & Company, Inc. assumes no responsibility for the unauthorized use of this data. From: Melissa Mackey [ma iIto: mmackeyCa)ci.wheatridge.co.us] Sent: Wednesday, June 22, 2016 11:14 AM To: Aaron McLean Subject: RE: KSF#20 - Wheat Ridge, CO - King Soopers fuel BP extension G a I'lo w a Planning. Architecture. Engineering June 22, 2016 Michael Arellano, Chief Building Official C City of Wheat Ridge Building & Inspection Services 7500 W. 29"' Avenue 6 2 2nd Floor Wheat Ridge, CO 80033 Re: Extension Request for Plan #201501272, 12525 W. 32nd Avenue Dear Michael, Please accept this letter as a formal request to extend the subject building permit submitted for review by city staff. We continue to work through the outstanding comments by Public Works and Planning and anticipate have them resolved in the next few months. We respectfully request an additional 90 days from June 24, 2016 date in order to resolve the outstanding comments by the City. Sincerely, Galloway & Company, Inc. Aaron McLean Site Development Coordinator AaronMcLeanaGallowayUS.com Galloway & Company, Inc.. 303.770.8884. 6162 S. Willow Drive, Suite 320 9 Greenwood Village, CO 80111 . www.GallowayUS.com Hi Aaron, I was able to speak with the Chief Building Official regarding the extension request and he has approved it. We will extend the application date until 09/24/2016. If the permit is not issued at that time, another request for extension will need to be submitted. I will update our records and the application with your information just in case anyone else needs it. Please let me know if you have any questions or need additional information. Thanks, Melissa Mackey Senior Permit Technician Office Phone: 303-235-2855 Fax: 303-237-8929 City of �Wheat Rge ,CcommuNrTy DEVELOPMENT From: Aaron McLean [mailto: Aaron McLean (acgallowayus.com] Sent: Wednesday, June 22, 2016 10:23 AM To: Melissa Mackey Subject: RE: KSF#20 - Wheat Ridge, CO - King Soopers fuel BP extension Great, thanks Melissa. Attached is our request letter, please let us know the new expiration date so we can track this. You can send any correspondence to me, I've pick this up once Matt left. Thanks, Galloway Planning. Architecture. Engineering. AARON McLEAN, SITE DEVELOPMENT COORDINATOR 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 0 303.770.3636 F AaronMcLean(d-)GallowayUS.com www.GallowayUS.com Denver, CO — Colorado Springs, CO — Loveland, CO — Salt Lake City, UT — Fresno, CA Licensed in more than 40 states to better serve you. This message and any attachments are intended only for the recipient named. If you are not the intended recipient you are notified that any dissemination, disclosing, copying, distributing or taking any action in reliance on the contents of this information is strictly prohibited. Galloway & Company, Inc. considers any design data to be in final form only when plotted, stamped and signed. Galloway & Company. Inc. assumes no responsibility for the unauthorized use of this data. From: Melissa Mackey (mailto:mmackey@)ci.wheatridge.co.us] Sent: Wednesday, June 22, 2016 10:13 AM To: Aaron McLean Subject: RE: KSF#20 - Wheat Ridge, CO - King Soopers fuel BP extension Hi Aaron, The extension requests are only 90 days at a time for applications. Once the request letter has the 90 days (at most) request, I will get approval from the building official as required by code. Thanks, Melissa Mackey Senior Permit Technician Office Phone: 303-235-2855 Fax: 303-237-8929 City of W heat lla'gge COMMu)Nnry DEVELOPMENT From: Aaron McLean[mailto:AaronMcLeanC@gallowayus.com] Sent: Wednesday, June 22, 2016 10:10 AM To: Melissa Mackey Subject: KSF#20 - Wheat Ridge, CO - King Soopers fuel BP extension Hi Melissa. Left you a VM, and wanted to send you the letter I am referring to that you to Matt here at Galloway, who is no longer with us. We have an extension letter ready to submit, but wanted to know the timeframe we could request, is it another 180 days? We are working through the outstanding comments and this should be plenty of time. Thanks, Galloway Planning. Architecture. Engineering. AARON McLEAN, SITE DEVELOPMENT COORDINATOR 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 0 303.770.3636 F AaronMcLean(a)GallowayUS.com www.GallowayUS.com Denver, CO — Colorado Springs, CO — Loveland, CO — Salt Lake City, UT — Fresno, CA Licensed in more than 40 states to better serve you. This message and any attachments are intended only for the recipient named. If you are not the intended recipient you are notified that any dissemination, disclosing, copying, distributing or taking any action in reliance on the contents of this information is strictly prohibited. Galloway & Company, Inc. considers any design data to be in final form only when plotted, stamped and signed. Galloway & Company, Inc. assumes no responsibility for the unauthorized use of this data. City of W heat f <i0ge City of Wheat Ridge Municipal Building 7500 W. 29 ' Avc. Wheat Ridge, CO 80033 P:303.235.2855 F:303.237.8929 June 21St, 2016 Dear applicant and all interested parties, This letter is in regards to the application submitted for 12525 W. 32nd Ave., Plan #201501272. The plans were officially submitted on 08/24/2015. With it being almost ten months in for review, it is past the 180 days after filing of the permit and is considered abandoned. To remove the application and plans from this status, a written request to the Chief Building Official must be made by 06/24/2016, or the information submitted will be voided, and a new application, as well as plans and plan review fee will need to be submitted once progress on the project will commence. We understand there are some outstanding comments with Public Works and Planning, but there is a time limitation for applications. Please let me know if you have any questions or need additional information. Sincerely, l l Melissa Mackey Senior Permit Technician 7500 W 291h Ave Wheat Ridge CO 80033 Melissa Mackey From: Kral, Bruce <BKral@westmetrofire.org> Sent: Tuesday, December 6, 2016 11:19 AM To: Melissa Mackey; Brooks, Kelly Cc: Michael Arellano Subject: RE: King Soopers Fueling Station Plan #201501272 Hi Melissa, They will need to resubmit with West Metro as well. Thanks for thinking of us. I appreciate it! Bruce Kral, CFO Fire Marshal West Metro Fire Protection District 433 South Allison Parkway Lakewood, CO 80226 (303)989-4307 ext. 513 bkral@westmetrofire.org Fire is Everyone's Fight' From: Melissa Mackey[mailto:mmackey('Oci.wheatridge.co.us] Sent: Tuesday, December 06, 2016 10:57 AM To: Brooks, Kelly; Kral, Bruce Cc: Michael Arellano Subject: King Soopers Fueling Station Plan #201501272 Good morning guys! After some discussion with our Planning and Public Works departments, the plat for this project will not be approvable until after the first of the year. This application was originally submitted 08/24/2015, and after numerous extensions on the application, the final extension will run out on 12/27/2015. We will require them to submit for a new application once the plat has been approved which is anticipated in mid to late February of 2017. We have the proof of submission signed by Bobbie Sferra and was wondering if you are going to want a new submittal if they are required to resubmit with us? As far as I know, there won't be any changes to the existing plan (in case you've signed off on your portion), but I didn't know if you'll want them to be current with West Metro requirements and a resubmittal as well? Please let me know your thoughts and what you'd like to do with this. Thanks! Melissa Mackey Senior Permit Technician 7500 W. 29th Avenue Melissa Mackey From: Melissa Mackey Sent: Tuesday, December 6, 2016 10:57 AM To: kbrooks@westmetrofire.org; 'Kral, Bruce' Cc: Michael Arellano Subject: King Soopers Fueling Station Plan #201501272 Good morning guys! After some discussion with our Planning and Public Works departments, the plat for this project will not be approvable until after the first of the year. This application was originally submitted 08/24/2015, and after numerous extensions on the application, the final extension will run out on 12/27/2015. We will require them to submit for a new application once the plat has been approved which is anticipated in mid to late February of 2017. We have the proof of submission signed by Bobbie Sferra and was wondering if you are going to want a new submittal if they are required to resubmit with us? As far as I know, there won't be any changes to the existing plan (in case you've signed off on your portion), but I didn't know if you'll want them to be current with West Metro requirements and a resubmittal as well? Please let me know your thoughts and what you'd like to do with this. Thanks! Melissa Mackey Senior Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2855 Fax: 303-237-8929 www.ci.wheatridee.co.us City of A Wheat idge COMMUNITY DEVELOPMENT CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. Michael Arellano, Chief Building Official City of Wheat Ridge Building & Inspection Services 7500 W. 29�'Avenue 2nd Floor Wheat Ridge, CO 80033 Please accept this letter as a formal request to extend the subject building permit submitted for review by city staff. We continue to work through the outstanding comments by Public Works and Planning and anticipate have them resolved in the next few months. In addition, the property owner is processing a subdivision plat with the City is requiring and that is contingent upon our building permit being released, As such, we are unable to move forward until these extenuating circumstances are resolved by a third party. Sincerely, Aaron McLean Site Development Coordinator Id IVA Ps t to i iiiiiiiiiiiiii III NO III III IN iiiiii NIIIIIII 1111111111111111111111111111111 11 * A 0 June 22, 2016 Michael Arellano, Chief Building Official C City of Wheat Ridge Building & Inspection Services 7500 W. 29h Avenue 2"a Floor Wheat Ridge, CO 80033 Re: Extension Request for Plan #201601272, 12626 W. 32nd Avenue Dear Michael, Please accept this letter as a formal request to extend the subject building permit submitted for review by city staff. We continue to work through the outstanding comments by Public Works and Planning and anticipate have them resolved in the next few months. We respectfully request an additional 90 days from June 24, 2016 date in order to resolve the outstanding comments by the City, Sincerely, Galloway & Company, Inc. Aaron McLean Site Development Coordinator i� I � � .I r DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Plumbing License No : Company : Property Owner : Property Address : 12525 W 32ND AVE Contractor License No. : 20838 Phone: 668-3447 Company : JUST ELECTRIC Phone : 303-668-3447 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W t i ge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED - DATE Building Permit Number : 11504 Date : 11/15/2000 ConstructionValue: $1,000.00 Permit Fee : $38.75 Plan Review Fee : $0.00 Use Tax : $15.00 Total: $53.75 Use: Description : iNSTALL LIGHT POST & SMALL SERVICE AT WELLS FARGO Electrical License No : 20838 Company : JUST ELECTRIC Expiration Date: 11/15/2001 Approval : OK/KS Mechanical License No : Company : Expiration Date : Expiration Date : Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application antl is subject to the laws of the State of Colorado and to the Zoning Regulations antl euiltling Cotle oF Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within siMy (60) days from issue date or (B) the builtling authorized is suspended or abandoned for a period of 720 days. (3) If this permit expires, a new permit may he acquiretl for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abantlonmen[ exceeds one (1) year, full fees shall be paid for a new permi[. (4) No work of any manner shall be tlone that will change the naturel Flow of water causing a drainage pmblem. (5) Contractor shail notify the Buildin9 Inspectorhventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of theJ'ob. (6) Thejse uance of a permi[ or the approval of drawings and specificalions shall not 6e consfrued to be a permit for, nor an approval of, any violation of the provisions __f~ Ife h iltlin c or any other ortlinance, law, rule or regulaUort Chief Buildi Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIOGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner Property Address Contractor License No. Company Building Permit Number : Date I I- 15'~ l,Jf (k Fi2 o f /asa~s-i ~Iyoc7/Zba38 Phone : ,pj03 06 9''3 `1`17 Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this _ application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W(~eat,R~dge oOinances, forwork under this.permit. (OWNER)(CONTRACTOR) Construction Value ~ /OCX) Permit Fee : Use Tax : Total : use: Description:1-L.,,O JQQ51 + 6m,4 BUILDING DEPARTMENT USE ONLY Z~'~~I6EMLM SIC : Sq. Ft. : Approval: Zoning : Approval : ~lmmmz~~ Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company: Expiretion Date : Approval : (1) This permit was issued in accortlance wiN the provisions set forth in yopur application ana is subject to the laws of the State of Cobrado antl [o the Zoning Regulations antl Builtling Cotle of Wheat Ritlge, Colo2do or any oNer applicable ortlinances of the City. (2) This pertnitshall expire if (A) ihework aufhonzed is not commencetl within sixry (80) tlays from issue date or (e) the building authonzetl is suspended or abantloned for a penod of 720 days (3) If this pertnit expires, a new pertnrt may be acquired for a fee of one-half the amount normalty requireq provitletl no changes have been or will be matle in the original plans and specifiwlions anG any suspension or abandonment has not exceedetl one (1) year. If changes are made or if suspension or abantlonment exceeas one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall he tlone lhat will change the natu2l flow of water wusing a drainage problem. (5) ConUactor shall notlry the Building Inspector hventy-four (24) hours in advance tor all inspecGOns and shall receive wntten approval on inspectlon cartl 6etore proceediing with successive phases of fhe1'ob. (fi) The issuance of a permit or Ne approval of d2wings and specificatlons shall not be consWed to be a pertnit tor, nor an approval of, any violation ot the provisions of the builtling,eoqes or any oNeroMinance, law, rule or regulatlon. - ~ ~ 4VJ . r!J ~