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HomeMy WebLinkAbout3790 Wadsworth BoulevardSITE LOCATION DRAWING INDEX CODE DATA PROJECT SOW CS COVER SHEET OCCUPANCY CLASS: CONSTRUCTION TYPE: SALES FLOOR SQ FT: TOTAL BUILDING SQ FT: OCCUPANTLOAD: MERCANTILE IIB 1990 3484 33 INTERIOR ALTERATIONS (LEVEL 2) PROVIDE NEW AND UPGRADED EQUIPMENT AND FIXTURES AT FOOD SERVICE AND COFFEE ISLAND. NEW FREEZER WILL BE PROVIDED IN BACKROOM. ELECTRICAL SERVICE TO BE UPGRADED TO ACCOMMODATE ADDITIONAL LOADS AS REQUIRED. ARCHITECT OF RECORD BRIAN OLIVER 2700 OVERHILL CIRCLE NASHVILLE, TN 37214 GC -1 GENERAL NOTES GC -2 GENERAL NOTES CONT'D. AS -BUILT AS -BUILT PLAN D1.0 EXISTING/DEMO DIMENSION PLAN A1.0 PROPOSED DIMENSION FLOOR PLAN SCOPE OF WORK SOW A1.4 EQUIPMENT LEGEND BUILDING CODES 2018 INTERNATIONAL EXISTING BUILDING CODE 2018 NATIONAL STANDARD PLUMBING CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL FUEL GAS CODE 2016 ENERGY CONSERVATION CODE ASHRAE 90.1 2009 ANSI A117.1 ACCESSIBILITY CODE 2017 NATIONAL ELECTRICAL CODE VICINITY MAP PH: 615-491-3365 CO SEAL #: 406694 SAFEGUARD COMPLIANCE IMPLMENTATION OF SAFEGUARDS IN COMPLIANCE WITH THE UCC WILL BE APPLIED DURING CONSTRUCTION AS FOLLOWS: PARKING LOT STAGING AREA IS DEFINED WITH 8 SAFETY CONES. TWO (2) ADDITIONAL CONES WITH SIGNAGE ARE PLACED AT FRONT DOOR. INSIDE CLIENTS CAN ACCESS THE REGISTER AND FIRST 2 AISLES OF THE STORE. FULL CAUTION STRAPS ARE PLACED ACROSS THE WORK AREA IN THE REAR OF THE STORE. NO CUSTOMER ACCESS, ONLY EMPLOYEES ALLOWED IN THIS AREA. GENERAL EGRESS AND ENTRY IS ALWAYS CLEAR OF OBSTRUCTION. FIRE EXTINGUISHERS ARE EXISTING AND TO REMAIN PROTECTIVE BARRIER/PLASTIC CURTAINS ARE PROVIDED WHERE APPLICABLE TO PARTITION Code Officials; If you have any questions regarding these plans please contact permitting@projectcsi.com �Wheatldge o REVIEWED FOR CODE COMPLIANCE' These drawings were reviewed under the applicable laws in effect at the time of submittal. Reasonable effort was exercised in checking for code compliance. The stamping of these documents shall not be construed to be a permit for, or an approval of any violation of state and/or local codes, ordinances or amendments thereto. Plan Reviewer KMoney Date 09/02/2021 C7 a (n U LU Q H Z U � N W O > W N /Z� N0 L.L W Q C) W M it O 00 N O W LU CIO W LL Q m W LL O W 2 _r ELEVEn [PIED U 01 Y, •' 4� I40 j 11411 OOvcrlook Drive Fishers. IN 460037 USA document reflects tirade secrets and confidential business information. Ii may not be copiadq published or disseminated in ars/ manner Ahout the wrifien approval of Project CSI. Al rights reserved, hdudhg patent, trademA and copyright , vuwi,v crojectsci com (317; 537 O U W N0 L.L Q W W J LU LL m W g LL O U 2 Z U ry > Of O J >Z_ 0 U) LL z Q o LLI Q w LU w W X 25 O 1� 0- a M _r ELEVEn [PIED U 01 Y, •' 4� I40 j 11411 OOvcrlook Drive Fishers. IN 460037 USA document reflects tirade secrets and confidential business information. Ii may not be copiadq published or disseminated in ars/ manner Ahout the wrifien approval of Project CSI. Al rights reserved, hdudhg patent, trademA and copyright , vuwi,v crojectsci com (317; 537 STORE NO: 38084 - 3790 WADSWORTH BLVD. WHEAT RIDGE, CO - REMODEL PROJECT DURATION - 2 DAYS. 1. IT MUST BE NOTED AND UNDERSTOOD THAT THE VERY ESSENCE OF THIS WORK IS FOR THE BENEFIT OF THE END USER BY EXPANDING, IMPROVING AND UPGRADING THE CURRENT CONDITIONS OF THE STORE. IT SHOULD FURTHER BE UNDERSTOOD, THAT ALL WORK WILL TAKE PLACE IN OPEN AND OPERATING STORES AND THAT AS A SUPPLIER OF THE WORK SAID WORK MUST BE DONE IN A PLANNED MANNER, TO MINIMIZE DISRUPTION TO THE ON-GOING OPERATION OF THE STORES. 2. CONTRACTOR SHALL VERIFY WITH GOVERNING BUILDING AND HEALTH DEPARTMENTS CONDITIONS OF STORE OPERATION REQUIRED FOR REMODEL LOCATION TO REMAIN OPEN. IF REQUIRED BY GOVERNING BUILDING AND HEALTH OFFICIALS CONTRACTOR SHALL WORK WITH PROJECT ARCHITECT OF RECORD AND PM FIRM TO DEVELOP AND PROVIDE A PROJECT SAFETY AND FOOD SANITATION ACTION PLAN. 3. UPON DETERMINATION BY THE LOCAL BUILDING AND HEALTH DEPARTMENT OFFICIALS THAT STORE OPERATIONS MUST CEASE OR BE ALTERED CONTRACTOR SHALL IMMEDIATELY NOTIFY 7 -ELEVEN CM AND PM FIRM. 4. UPON RECEIPT OF 7 -ELEVEN INVITATION TO BID CONTRACTOR SHALL SCHEDULE WITHIN ONE (1) WEEK OF RECEIPT OF THE INVITATION TO BID AN ONSITE INSPECTION OF PROPOSED REMODEL LOCATION. CONTRACTOR MUST PROVIDE MINIMUM FORTY-EIGHT (48) HOUR NOTIFICATION TO THE PM FIRM OF THEIR PROPOSED SITE INSPECTION DATE. 5. AS A RESULT OF CONTRACTOR'S SITE INSPECTION, CONTRACTOR SHALL NOTIFY 7 -ELEVEN CM AND PM FIRM OF ANY/ALL SITE CONDITIONS THAT MAY CONFLICT WITH THE APPROVED SOW OR DESIGN DRAWINGS OR REPRESENT A POTENTIAL UNFORESEEN CONDITION WITH THE REMODEL PROJECT'S APPROVED SOW AND DESIGN DRAWINGS. CONTRACTOR SHALL PROVIDE WRITTEN DESCRIPTION AND PHOTO DOCUMENTATION TO THE 7 -ELEVEN CM AND PM FIRM, CONDITIONS THEY BELIEVE MAY / WILL RESULT IN ADDITIONAL WORK NOT COVERED WITHIN THE APPROVED PROJECT SOW OR DESIGN DRAWINGS. 6. CONTRACTOR SHALL PARTICIPATE IN WEEKLY CONFERENCE CALLS, AS CONDUCTED BY 7 -ELEVEN CM WITH PROJECT STAKE HOLDERS. 7. CONTRACTOR SHALL ATTEND ONSITE PRE -CONSTRUCTION MEETING AS SCHEDULED BY 7 -ELEVEN CM. 8. CONTRACTOR SHALL APPLY FOR AND SECURE ALL REQUIRED BUILDING DEPARTMENT (INCLUDING ALL REQUIRED TRADE PERMITS) AND HEALTH DEPARTMENT PERMITS. CONTRACTOR SHALL COORDINATE PERMIT SUBMITTAL / APPROVAL ACTIVITIES THROUGH THE ARCHITECT OF RECORD AND PM FIRM. CONTRACTOR RECOGNIZES THAT TIME IS OF THE ESSENCE AND THAT THEY SHALL SUBMIT PERMIT APPLICATIONS FOR ALL BUILDING DEPARTMENT, (INCLUDING ALL REQUIRED TRADE PERMITS) AND HEALTH DEPARTMENT WITHIN 1 WEEK OF BEING AWARDED PROJECT CONTRACT. FURTHERMORE, IT IS REQUIRED THAT CONTACTOR SHALL COMMUNICATE AND COORDINATE PERMIT APPROVAL STATUS WITH ARCHITECT AND PM FIRM. 9. CONTRACTOR SHALL IMMEDIATELY NOTIFY AND PROVIDE THE ARCHITECT OF RECORD AND PM FIRM OF ANY AND ALL PLAN CHECK REVIEW COMMENTS RETURNED TO THE PERMIT APPLICANT OF ALL PLAN INFORMATION CLARIFICATIONS OR PLAN CORRECTIONS REQUESTED OR REQUIRED BY THE BUILDING DEPARTMENT OR HEALTH DEPARTMENT OFFICIALS. 10. CONTRACTOR SHALL DILIGENTLY WORK TO SECURE ALL REQUIRED PERMITS 3 WEEKS IN ADVANCE OF 7 -ELEVEN'S PUBLISHED REMODEL / EQUIPMENT INSTALLATION START DATE. CONTRACTOR SHALL IMMEDIATELY NOTIFY PM FIRM IF ANY INDICATIONS ARE GIVEN BY THE GOVERNING AUTHORITY / JURISDICTION THAT THE PERMITS WON'T BE AVAILABLE BY THE PRESCRIBED DATE. 11. CONTRACTOR SHALL PAY FOR ALL REQUIRED PLAN REVIEW AND PERMIT FEES TO SECURE ALL BUILDING PERMITS, TRADE PERMITS AND HEALTH PERMITS. 12. CONTRACTOR SHALL PROVIDE OR SECURE ALL REQUIRED BUSINESS LICENSES, PROFESSIONAL LICENSES AND CERTIFICATIONS REQUIRED BY THE GOVERNING JURISDICTION. 13. CONTRACTOR SHALL VERIFY WITH ALL GOVERNING JURISDICTION DEPARTMENTS REQUIRED OPERATING INSURANCES AND LABOR LAW WORKMAN'S COMPENSATION REQUIREMENTS AND INSURANCES. CONTRACTOR RECOGNIZES THAT TIME IS OF THE ESSENCE AND SHALL PROVIDE ALL CERTIFICATES OF PROOF AS REQUIRED BY JURISDICTION OFFICIALS WITHIN A TIMELY MANNER THAT DOES NOT RESULT IN DELAYS AND ABILITY TO SECURE ALL PERMITS WITHIN THE REQUIRED 3 WEEKS IN ADVANCE OF PUBLISHED REMODEL INSTALLATION DATE.. 14. SHOULD SCOPE OF WORK CHANGES OCCUR DURING THE ONSITE PRE -CONSTRUCTION MEETING, CONTRACTOR SHALL PROVIDE WRITTEN DESCRIPTION OF OUT OF SCOPE ADDITIONAL WORK, PHOTO DOCUMENTATION OF AREA REQUIRING ADDITIONAL WORK, WRITTEN COST PROPOSAL, LEAD TIME TO COMPLETE ADDITIONAL WORK AND IMPACT TO PERMITTING AND / OR THE PROJECT TIME LINE. 15. CONTRACTOR WILL PROVIDE PM FIRM, WITHIN 2 DAYS OF PRE -CONSTRUCTION MEETING DATE, ALL REQUESTED SOW REVISIONS INFORMATION. CONTRACTOR WILL NOT PROCEED WITH REQUESTED ADDITIONAL WORK RESULTING FROM PRE -CONSTRUCTION MEETING, WITHOUT WRITTEN AUTHORIZATION FROM 7 -ELEVEN CM OR PM FIRM. 16. CONTRACTOR SHALL WORK WITH 7 -ELEVEN CM AND PM FIRM TO DEVELOP AN AGREED UPON REMODEL TIMELINE REFLECTING COMPLETION OF THE APPROVED SCOPE OF WORK. 17. CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL WORK PROVIDED BY 7 -ELEVEN 3RD PARTY SUPPLIERS. AS PER THE SOW, REMODEL PROJECT DRAWINGS AND PROJECT TIMELINE. 18. DURING THE EXECUTION OF PROJECT REMODEL, CONTRACTOR HEREBY AGREES THAT WHEN ADDITIONAL WORK OUTSIDE OF THE APPROVED SOW IS REQUIRED, A CHANGE ORDER MUST BE CREATED. THE CONTRACTOR SHALL PROVIDE PM FIRM WRITTEN DESCRIPTION OF REQUESTED ADDITIONAL WORK, PHOTO DOCUMENTATION OF AREA REQUIRING ADDITIONAL WORK, WRITTEN COST PROPOSAL, LEAD TIME TO COMPLETE ADDITIONAL WORK AND IMPACT TO PROJECT TIME LINE. CONTRACTOR WILL NOT PROCEED WITH REQUESTED ADDITIONAL WORK WITHOUT WRITTEN AUTHORIZATION FROM 7 -ELEVEN CM AND PM FIRM. CONTRACTOR ACCEPTS THAT TIME IS OF THE ESSENCE AND WILL PROVIDE PM FIRM ONSITE SUPERVISION SAME DAY NOTIFICATION REQUESTED CHANGE ORDER UPON DISCOVERY OF NEED FOR ADDITIONAL WORK. 19. CONTRACTOR SHALL INCLUDE IN THEIR BID, TAKE ALL NECESSARY ACTIONS AND MAKE ALL NECESSARY PROVISIONS TO PROTECT STORE VISITORS AND EMPLOYEES FROM ENTERING WORK ZONE AREAS. BY EXAMPLE AND AS REQUIRED TO INSURE SAFETY: ERECTING BARRIERS, CONSTRUCTION "CAUTION TAPE", MONITORING AND /OR OTHER MEANS NEEDED TO PROTECT THE PUBLIC FROM ANY POTENTIAL ACCIDENT AND INJURY. 20. ALL STORE AREAS WHERE CONSTRUCTION ACTIVITIES OCCUR SHALL BE DRAPED AND MADE SEPARATE FROM THE PUBLIC AND NON -REMODEL STORE AREAS. WHERE OVERHEAD WORK IS REQUIRED ALL STORE PRODUCT SHALL BE DRAPED WITH PLASTIC SHEETING TO PROTECT FROM CONSTRUCTION DEBRIS, DUST OR OTHER POSSIBLE CONTAMINATES. CONTRACTOR SHALL PROVIDE STORE MANAGEMENT REASONABLE NOTIFICATION AND COORDINATE THE TIMING OF CLOSURES OR PUBLIC ACCESS TO WORK AREAS INCLUDED WITHIN THE APPROVED SOW. 21. IF ELECTRICAL OR PLUMBING SERVICE INTERRUPTION IS REQUIRED TO COMPLETE REMODEL WORK THE CONTRACTOR SHALL PROVIDE STORE MANAGEMENT NOTICE THE DAY PRIOR TO ANTICIPATED UTILITY SERVICE INTERRUPTION. 22. CONTRACTOR SHALL WORK WITH 7 -ELEVEN CM AND PM FIRM TO DEVELOP AND PROVIDE PLAN FOR THE PLACEMENT OF ROLL -OFF DUMPSTER AND STORAGE PODS/VEHICLES, THIS NEEDS TO INCLUDE PUBLIC SAFETY PLAN TO PROTECT THE GENERAL PUBLIC AGAINST ACCIDENT AND INJURY FOR THE DURATION OF THE REMODEL PROJECT. CONTRACTOR SHALL SCHEDULE THE DELIVERY OF ROLL -OFF DUMPSTER, STORAGE POD UNITS/VEHICLES AND FORKLIFT ONE (1) DAY IN ADVANCE OF 7 -ELEVEN'S PUBLISHED REMODEL EQUIPMENT INSTALLATION START DATE AND SCHEDULE REMOVAL IN ADVANCE OF PUNCH DATE. 23. CONTRACTOR SHALL NOTIFY 7 -ELEVEN CM AND PM FIRM 48 HOURS IN ADVANCE OF 7 -ELEVEN'S PUBLISHED REMODEL EQUIPMENT INSTALLATION START DATE THE DELIVERY OF ROLL -OFF DUMPSTER, STORAGE POD/SNEHICLES AND FORKLIFT. 24. CONTRACTOR SHALL MONITOR ONSITE PARKING OF THEIR SUB -CONTRACTORS AND THIRD PARTY CONTRACTOR VEHICLES. CONTRACTOR SHALL LIMIT THE ACCESS TO ONSITE PARKING AREA TO THE DELIVERY AND UNLOADING OF TOOLS AND MATERIALS AND IN KIND AT THE END OF WORK DAY. 25. CONTRACTOR SHALL ISOLATE AFTER 7PM THE NIGHT PRIOR TO START OF REMODEL ACTIVITIES THE "APPROVED PARKING" AREA FOR THE DUMPSTER, STORAGE POD UNITS AND FORKLIFT. THE "APPROVED PARKING" AREA SHALL BE IDENTIFIED WITH TRAFFIC SAFETY CONES, YELLOW CAUTION CONSTRUCTION ZONE TAPE AND SIGNS INDICATING "DANGER DO NOT ENTER CONSTRUCTION ZONE" 26. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECEIVING OF ALL REMODEL EQUIPMENT AS SET FORTH WITHIN THE APPROVED PROJECT SOW AND SHALL PROVIDE PROPER EQUIPMENT HANDLING AND STORAGE TO PREVENT DAMAGE AND THEFT FOR THE DURATION OF REMODEL ACTIVITIES, CONCLUDING ON THE PUBLISHED DATE OF PUNCH VERIFICATION MEETING. 27. CONTRACTOR SHALL COORDINATE WITH PM FIRM'S ONSITE SUPERVISION WRITTEN VERIFICATION OF THE RECEIPT OF ALL APPROVED PROJECT SOW EQUIPMENT. 28. CONTRACTOR SHALL IMMEDIATELY NOTIFY PM FIRM'S ONSITE SUPERVISION OF ANY VISUAL OR CONCEALED DAMAGE, CONTRACTOR SHALL PROVIDE PHOTO DOCUMENTATION OF ANY VISUAL OR CONCEALED DAMAGE. MM W a V cai z a cn M M O O 00 O U W 0 p H W 2 9 N W Z > W N LL Q 00 W LL p N W O W � p Of O *k U) _ W Z Q p 0 NO zi O W W W M W Q Of W o LL N M M O O 00 O U W 0 p H W 2 9 EL�En iwnear r cp 041 0669^\ 021 document reflects trade secrets and confidential business information It may not be copied, published or disseminated in any manner without the written approval of Project CSI. All rights reserved, including patent, trademark and copyrights. 11411 Overlook Drive Fishers, IN 460037 USA www.projectsci.com (317) 5�7-1407 p W LL 00 W LL 2 Q O W a' ZzZ_ Of O J> U) _ W Z Q p Q W W W � W o N � a a M EL�En iwnear r cp 041 0669^\ 021 document reflects trade secrets and confidential business information It may not be copied, published or disseminated in any manner without the written approval of Project CSI. All rights reserved, including patent, trademark and copyrights. 11411 Overlook Drive Fishers, IN 460037 USA www.projectsci.com (317) 5�7-1407 STORE NO: 38084 — 3790 WADSWORTH BLVD, WHEAT RIDGE, CO — REMODEL PROJECT DURATION — 2 DAYS. (CONT'D) 29. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION OF ALL APPROVED SOW EQUIPMENT INCLUDING RECEIVING, STORAGE, UNCRATING, PLACEMENT, FINAL ELECTRICAL AND/OR PLUMBING CONNECTIONS, STARTUP TO CONFIRM EQUIPMENT IS OPERATIONAL AND THE REMOVAL AND DISPOSAL OF ALL PACKING AND CRATING MATERIALS. 30. CONTRACTOR SHALL IDENTIFY ALL EXISTING EQUIPMENT AND COUNTERS THAT HAVE BEEN IDENTIFIED FOR REUSE. CONTRACTOR SHALL SECURE ALL EXISTING EQUIPMENT AND COUNTERS THAT HAVE BEEN IDENTIFIED FOR REUSE TO PREVENT ACCIDENTAL DISPOSAL AND/OR DAMAGE. IN THE EVENT OF ACCIDENTAL DISPOSAL OR DAMAGE OF EXISTING EQUIPMENT AND COUNTER THE CONTRACTOR SHALL REPLACE AND/OR REPAIR ALL, AS REQUIRED. 31. WITH REGARD TO REFRIGERATION EQUIPMENT CONTRACTOR AND THEIR REFRIGERATION INSTALLATION CONTRACTOR SHALL PERFORM ALL SERVICES AND WORK IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. 32. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REASONABLE REPAIR OR REPLACEMENT (MATERIAL & LABOR) OF ANY AND ALL EXISTING WALL, FLOOR AND CEILING AREAS AS A RESULT OF REMOVAL OF EXISTING EQUIPMENT OR COUNTERS. IF REPAIRS OR REPLACEMENT REPRESENT EXCESSIVE WORK OR REVEAL UNFORESEEN CONDITIONS THE CONTRACTOR SHALL CREATE A CHANGE ORDER TYPICAL TO THE PROCESS AS DEFINED WITHIN GENERAL REQUIREMENTS ITEM NO. 13 33. CONTRACTOR SHALL PROVIDE PROFESSIONALLY PRINTED EXTERIOR SIGNS COMMUNICATING TO THE PUBLIC THAT STORE IS UNDER REMODEL. 7 -ELEVEN CM SHALL PROVIDE APPROVED GRAPHICS AND SIGN TEXT. SIGNS SHALL BE a. 2 EACH 24" X 36" RIDGED SIGNS TO BE MOUNTED TO A -FRAME SIGN STAND b. 1 EACH 48" X 96" VINYL BUILDING BANNER 34. UPON COMPLETION OF REMODEL ACTIVITIES ALL FF&E AND PRODUCT SHALL BE WIPED CLEAN, REMODEL AREAS SHALL RECEIVE A MORE THOROUGH CLEANING INCLUDING BUT NOT LIMITED TO CLEANING OF INTERIOR WALLS, FLOOR, CEILING AND UNDER NEW AND EXISTING CABINETS. 35. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL BUILDING, AND HEALTH DEPARTMENT PERMIT INSPECTIONS ACCORDING TO THE APPROVED PROJECT TIME LINE. CONTRACTOR SHALL PROVIDE 7 -ELEVEN AND PM FIRM WRITTEN AND PHOTO CONFIRMATION OF ALL JURISDICTION REQUIRED APPROVALS AND SIGN -OFFS. 36. CONTRACTOR SHALL HAVE ROLL -OFF DUMPSTER, STORAGE POD UNIT/S AND FORKLIFT REMOVED FROM REMODEL LOCATION NO LATER THAN SCHEDULED PUNCH VERIFICATION MEETING DATE OR IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS RELATED TO SECURING FINAL INSPECTIONS. 37. CONTRACTOR SHALL ATTEND PUNCH VERIFICATION WALK THROUGH AS SCHEDULED BY 7 -ELEVEN CM. 38. DURING THE EXECUTION OF PUNCH VERIFICATION MEETING IF WORK OUTSIDE OF THE APPROVED SOW IS REQUESTED, A CHANGE ORDER MUST BE CREATED. FOR THIS ADDITIONAL WORK, OTHERWISE DESIGNATED AS AN "OUT OF SCOPE PUNCH ITEM", THE CONTRACTOR SHALL PROVIDE PM FIRM WRITTEN DESCRIPTION, PHOTO DOCUMENTATION, WRITTEN COST PROPOSAL, AND LEAD TIME TO COMPLETE ADDITIONAL WORK. CONTRACTOR WILL NOT PROCEED WITH REQUESTED "OUT OF SCOPE PUNCH ITEM" WITHOUT WRITTEN AUTHORIZATION FROM 7 -ELEVEN CM AND PM FIRM. CONTRACTOR ACCEPTS THAT TIME IS OF THE ESSENCE AND WILL PROVIDE PM FIRM TARGET DATE FOR COMPLETION OF ANY "OUT OF SCOPE PUNCH ITEM" WORK. 39. CONTRACTOR SHALL RESOLVE ANY PUNCH VERIFICATION ITEM WITHIN 48 HOURS OF PUNCH MEETING DATE UNLESS OTHERWISE AGREED UPON BY 7 -ELEVEN CM AND PM FIRM OR WHERE EQUIPMENT OR MATERIALS ARE REQUIRED TO COMPLETE PUNCH ITEMS AND AVAILABILITY OF EQUIPMENT OR MATERIALS EXCEEDS THE 48 HOURS PUNCH COMPLETION WINDOW. FURTHERMORE, CONTRACTOR AND PM FIRM SHALL PROVIDE COMPLETION DATES FOR ALL PUNCH VERIFICATION ITEMS AT CLOSE OF PUNCH VERIFICATION MEETING. 40. CONTRACTOR AND PM FIRM SHALL PROVIDE FULL PHOTO DOCUMENTATION OF ALL COMPLETED PUNCH VERIFICATION ITEMS. 41. CONTRACTOR SHALL BE ABLE TO INVOICE 70% OF THEIR CONTRACT AMOUNT UPON COMPLETION OF THE PUNCH VERIFICATION MEETING. 42. THE FINAL 30% BALANCE IS BILLABLE UPON: a. SATISFACTORY COMPLETION OF ALL ITEMS ON THE PUNCH VERIFICATION LIST. INCLUDING COMPLETE PHOTO DOCUMENTATION OF ALL IN SCOPE OF WORK PUNCH VERIFICATION LIST. b. SUBMISSION OF CONTRACTOR AND ALL SUBCONTRACTOR FINAL LEAN WAIVERS. c. COPIES OF PERMITS INDICATING APPROVED BY ALL RELATED BUILDING AND HEALTH DEPARTMENTS. 43. UNDERSTANDING THE PROVISIONS ABOVE, IT MUST BE FURTHER NOTED THAT TIME IS OF "ESSENCE AND CRITICAL" TO THE SUCCESS OF THIS UNDERTAKING. THIS WORK IS INTENDED TO BE COMPLETED IN A PERIOD OF 1-2 DAYS AND IS NOT TO EXCEED 2 DAYS (THE SPECIFIC DURATION WILL BE AGREED UPON BY SITE IN ADVANCE OF ISSUING THE CONTRACT) TO SUPPORT BOTH THE MINIMAL DISRUPTION TO THE STORE AND YET COMPLETING ALL WORK EXPEDITIOUSLY. 44. ALL WORK AND WORKMANSHIP PROVIDED IS EXPECTED TO BE TO THE HIGHEST LEVEL OF THE TRADE / INDUSTRY, COMPLIANT TO ALL APPLICABLE CODES AND JURISDICTIONAL REQUIREMENTS ULTIMATELY RESULTING IN A FINISHED OFFERING THAT MEETS OR EXCEEDS THE EXPECTATIONS OF THE 7 -ELEVEN CONSTRUCTION, THE END USER AND THEIR CLIENTS. 45. GENERAL CONTRACTOR TO ENSURE THAT ALL ELECTRICAL WIRES AND RECEPTACLES LOCATED UNDER COFFEE ISLANDS ARE TIED AND MOUNTED OFF OF THE GROUND AS REQUIRED. 46. LOCATION, REMOVAL, AND MOUNTING OF ALL SHELVING UNITS IN BACKROOMS AND STORAGE AREAS NEEDS TO BE EVALUATED, SALVAGED AND RELOCATION COORDINATED WITH STORE MANAGER WHENEVER POSSIBLE TO ACCOMMODATE REQUIRED REFRIGERATION/FREEZER UNITS. 47. CONTRACTOR IS TO EVALUATE THE NEED AND LOCATION FOR NEW ELECTRICAL SUB -PANELS AND/OR PANEL RECONFIGURATION, CLEAN-UP AND RELABELING FOR EACH LOCATION. ALL MUST BE FIELD VERIFIED. 48. BOOSTER PUMPS, CONDENSATE PUMPS, AND SD2 BACKFLOW PREVENTERS ARE TO BE ORDERED AND INSTALLED BY THE GENERAL CONTRACTOR FOR EVERY SITE, AS THEY WILL BE REQUIRED FOR CONSTRUCTION AND THE INCORPORATION OF NEW EQUIPMENT. .�o Wheaf',v U 041 m �`�e8 X50 021 document reflects trade secrets and confidential business information It may not be copied, published or disseminated in any manner Without the written approval of Project CSI. 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HGT. cc O 12'-8" T I� PREPaD r m IIIP A CARD �_________ \ s G OMd MOI EW 3 VS w VEEDEROOT ELECTRICAL PANELS FE_ °� 110 PROPOSED DIMENSION FLOOR PLAN W C7 Li O Q J /< VJ 0 r u N T O W O Z > W N C7 p Q O W W � O Z Np LL O ~ N O O 5; 00L co L1. q° Wheat Av EL VEn U ]Apr m A� Gc Hding OMs` LINE TYPE LEGEND Ups PPD NEW CONDITIONS RELOCATE EXISTING CONDITIONS (WITHIN STORE) 406694 ' RELOCATE EXISTING CONDITIONS(ANOTHER OUTSIDE LOCATION) �// I�rInI Iny`- IT=II�// — EXISTING CONDITIONS `----'� 11411 OVi�I�Iock DIIIIvs gRCHITEG� 2021 Rahers, ON 460377 MSA fhus document releois trade secretsand ooaiidonla0 busing information, A may not be copied, pubbhed or disseminated in any manner Without the wndoa appmoM of ProjectMa M lghts reserved, incUd00g patent, trademark and copoghtse www.projectco.com 0 (W) 537-14007 co M O O W O W Np LL Q W p W J W m W < LCL. O U w Q Z ly O J_ >Z > V) U. Z Q p W 0 ��W W �oW 0 q° Wheat Av EL VEn U ]Apr m A� Gc Hding OMs` LINE TYPE LEGEND Ups PPD NEW CONDITIONS RELOCATE EXISTING CONDITIONS (WITHIN STORE) 406694 ' RELOCATE EXISTING CONDITIONS(ANOTHER OUTSIDE LOCATION) �// I�rInI Iny`- IT=II�// — EXISTING CONDITIONS `----'� 11411 OVi�I�Iock DIIIIvs gRCHITEG� 2021 Rahers, ON 460377 MSA fhus document releois trade secretsand ooaiidonla0 busing information, A may not be copied, pubbhed or disseminated in any manner Without the wndoa appmoM of ProjectMa M lghts reserved, incUd00g patent, trademark and copoghtse www.projectco.com 0 (W) 537-14007 SCOPE OF WORKAlincompoled, approwd Shape of Work ned ,fine 111 Al and EQ uspirment delivered have Men le Idway a, Par shipping At and the lappreld Slope If W J napnewillow, he ,It Q U Z an Local Tm,�M� a cn I AMPEW= AND ��D milissis MPEN� Of N warmate. unit 00 privermus W O Z W N C7 p Q o Install New A 000 Alin" and entiong mark to be notelled 11 larromignpre path III End" M Health Codes am al W � O SIM Labor wer and Z All 00 1000 assm O N H O U) O J 00 000 F� III May ar 00 Lobar U ch'Pm me may approved Nunn 1 000 All no, and FIcurn Pi.mblI9C.c�,.n Health Code. am W L a nor and plawflel for new of in I Pan new! 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Oracle Item Description Qty 3291568.0 Replenishing Cart ONLY (CHROME)- 14"%36"%60"H, Consists of: (4)1436NC, 14"%36" Chrome Wire Shelves, (4)64U, 64" Chrome Posts, (4)6M Casters (quote 1Z687)-711RC143CB- Packed in box W/Assembly 1.00000 Backroom 0000 Instructions (NOTE: This unit requires (2) M8302 3291572.0 gins (used with Replenishing Can/ 1 with 711RC1818KB and 2 with 711RC143CB) - (1 BOX of 6) -(quote 12689) M8302508 / M83025086 EACH CART NEEDS 2 SETS OF BINS 2.00000 Backroom 0000 BackroomFree OO Ofi05'0 Reach -in Freezer,two-section,54"Wide, 47 Cubic Feet 1.00000 ter BackroomPum �9g9g808.0 Barsco- BecketW co t CP653ULHT5115V-Condensate Pump 1.00000 P 3299746.0 BackroomPum 0000 McCann 2 gallon water booster- Mariani 1.00000 P 3126320.0 Infusion Twin SH, Blk/Sst, (711), 120/240V (includes overlay) 3.00000 Coffee 0000 3126269.0 TWIN SOFT HEAT STANDS -27875.0200 2.00000 Coffee 0000 3126268.0 Soft Heat Servers - 27850.0200 10.00000 Coffee 0000 3126105.0 Faucet Cover for coffee server -COVER W/DECAL,FAUCET-BLKSupplier Prt#07187.0001 Each Store needs 6.00000 Coffee 0000 3126273.0 53452.0000 Drip Tray Kit, For Infusion Twin Soft Heat 5.00000 Coffee 0000 3502569.0 parts, refrainer, drip try, stainless steel 8.745 x 19.620 Coffee 0000 3.00000 7812000.0 Franke A800 Bean To Cup, Iq Flow, 3 Grinders. Includes: Mavea Water Filter, On Site Install And Training 1.00000 Coffee 0000 7812011.0 Franke Specialty Espresso Beverage System to include: A1000, 2 grinders, 1 chocolate powder hopper, Clean Master CIP System, On site installation, 1 year warranty 1.00000 Coffee 0000 7812012.0 Franke Specialty Espresso Beverage System Undercounter Milk Fridge SU/UT 12, 1 or 2 milk types 8 Liter cap 1.00000 Coffee 0000 7812006.0 Franke Flavor Station, up to six bottles of syrup 1.00000 Coffee 0000 3126296.0 Coffee -Nitron 0000 Nitron2, low ration, removable graphic 2.00000 3126305.0 Coffee -Nitron 0000 ADA Kit Nitron2-lper nitron unit 2.00000 3126272.0 Coffee -Nitron 0000 Refillable Containers - l per nitron unit 3126287.0 2.00000 Coffee -Nitron 0000 Nitron Primary Regulator Kit -lfor every 00 Nitron units 1.00000 3301911.0 Backflow Preventer/Check Valve SD2-MN: Male NPT 3/8 10.00000 CoffeeMisc 0000 3301912.0 Power Pole 0000 12 FT Power Pale- IVORY- 30TP-412V 1.00000 3164153.0 Sterilite 0395 Ultra Seal Bowl and Lid -8.1 qt for storing large coffee filters -thermal server stores- BPA -free and Phthalate -free (1 case equals Two bowls & Lids ) 2.00000 CoffeeMisc 0000 4300562. Signage ppppp DEE SIGNS-PKG C-1 H3 Panoramic Banner, 3Al Panels, 490 Watt Power Suppliers, 4 Rail Tracks, 4 Hardware, 4 Cables 1.00000 6170391.0 Hfdc Combo Serve Case, Tempered Glass, Dual Fans, Wire Racks, 2 Center -Pull Open Front Doors, 2 Sliding Rear Doors, 115/1/60 Elec Required. 1.00000 HFDC 0000 6170423.0 Kit, HFDC Door Handle Cover Lock 1.00000 HFDC 0000 6170413.0 KIT,BAG/TONG HOLDER,RIGHT,HFDC 1.00000 HFDC 0000 6170399.0 Black Railstrips for holding POS elements POP Kit (4 -top, 2 -bottom) 1.00000 HFDC 0000 3299546.0 Bis National Kit: 2) Cake Turner, 8" X 3", Solid 03160457, 1) Oven Thermometer, 2?1/2" Dial 03164309, 2) Oven Mitt, 15", Flame Resistant Up To 400 Degrees 03164367, 20) Sheet Pan, 1/2 Size, 13" X 18", Closed 1.00000 HFDC 0000 Bead, 18 Gauge, Heavy Weight, 30 3150046.0 Doyon pppp DOYON DCOTS CounterLL LL top Convection Oven 208v 1.00000 3unol.o Doyon pppp New Age - 1/2 Size Bunn Pan Rack- Under Counter -20 3/8 W X 321/4 H X 26 D -Runner Space Sin, Pan Cap 8, Stainless Top (3 Sp 8 R Ss Top) Model #98904, 3" Casters, 30" High 1.00000 3500857.0 Doyon 0000 counter, 34H, 30D, oven, safe cab 30x29, closed back, top -flat 55 30230, 1 hole, heavy duty side panels, with heat shield, legs, cream, ADA, FF30T-OVEN-30D-FST-GRD-SF-CB 1.00000 HF -Turbo �OgOg542.0 counter, 34H, 30D, oven, cab -24x29 no door, w/inser00 00 AO ts, pull out 55 shelf, top -flat 55 242301 hole, shield, legs; cream FF2-30D-OVEN-w/INSERT-ADA 1.00000 Chef HF-Workstatio 954'000 BOHA Terminal 1.00000 n HF-Workstatio 950.000 2.2 x 2 Removable Labels (1000 labels per roll, 12 rolls per case) 1 CASE PER STORE 1.00000 n HF-Workstatio 951.000 2.2 z 8 Grab n Go labels (250 labels per roll, 12 rolls per case) 2 CASES PER STORE 2.00000 n HF-Workstatio �9g9g978.0 Ithaca Model 9000 Dual Column Thermal Printer 1.00000 n HF-Workstatio 00 0�'0 LABELS -3" x8 Large Grab n Go Labels (190 labels per roll, 12 rolls per case 1.00000 n HF-Workstatio �9g3g573.0 Du Work Station Back Panel 60" (Quote 1x942) -Inclds: Back Panel, Clear Plexiglas, 60"W X 36"H With (4) Past Clips- Dd9808b 1.00000 n 3291574.0 HF-Workstatio 0000 Dec Work Station Side Panel 18" (Quote 1x941) -Inclds: Side Panel, Clear Plexiglas, 18"W X 37"H With (4) Post Clips- Dd9808c 1.00000 n 3119460.0 Drain Pan 1"Depth-Stainless For 28"Undercounter Models 2.00000 HF -NRF 0000 3119462.0 Drain Pan Bracket Right (1" Drain Pan) For 28"Undercounter Models 2.00000 HF -NRF 0000 3119461.0 Drain Pan Bracket Left (1" Drain Pan) For 28" Undercounter Models 2.00000 HF-WTF 0000 3119474.0 Carter lin No Brake (1/21n 13 TIP! Stem), 200 Lb Capacity 8.00000 HF-WrF 0000 4300374. WIN SAFETY KIT- 1 Bottle -Peroxide Disinfectant, 2 Packs - MN121318GSM DISPENSER NAPKIN 12X131PLY 1/3 FOLD IPS MAX -PRIME KR 500/PK TK37034, 6 Bundles -Blue Poly Header Glove TK37031, 2 Boxes - 1.00000 Hot Foods 00000 3 Ply Disposable Face Masks, Mask Size=6.89" x 3.74" 50/box TK37080,1 Boz- 28" sanitizing wipes, 100/box TK37301, 1 Boz - Deli Sheet 8"x10.75", 1000/box TK37081 3291180.0 7 -Eleven Sampling Kit - TK28726 Includes -1 lettuce Knife, 2 round toothpicks, 1 White plastic plate, clear dome lid, 1 W ht Cutting board, 2 Translucent plastic cold 1.00000 Hot Foods 0000 Misc. TBD Kastus Screen Protector -2 Needed per store 2.00000 Microwave 3501119.0 34H 0000 Counter, 34h, Microwave, Cab -24x29, Shelf, Top -24x30 Flat Ss 2 Holes, Legs; Cream Mw2-30d 2.00000 3500211.0 Sink 18x30x34 0000 counter, sink, 34H, cab -1&x29 door, top -flat 55 18x30, sink -15x15, 12x16x12 splash guard, legs; cream SK18-30D-ADA 1.00000 Reviewed for Zoning Compliance by the City of Wheat Ridge planning Division I-��I/ APPRRO "EDV BY III DATE: November 91110, 202 COMMENTS: Approved with the following Conditions 1. 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. 2. Lighting must be capable of being dimmed. LED lights that illuminate signs shall be equipped with a sensor or other device that can be adjusted to comply with the 0.3 footcandle maximum allowance. 3. Illuminated signs are encouraged to be turned off when businesses are not in operation. 4. Window signs shall not obstruct more than twenty-five (25) percent of the door or window area sign is allowed which would violate the sight distance triangle requirements of section 26-603 B. 711 #38084 - WHEAT RIDGE OIF MONUMENT d R heal,,, a ti m O� p �P Doe 4 r'- STREET SIDE raua-1I'er wco Illol o PHILLIPS 2'-11 'A' CUT SIZE re x•vo. Y4'h-PRN f I O O Regular * Diesel MI FRONT VIEW CITY 11 OIFI SCALE: 112" - 1'40" SIGN. 42 SOFT [I ENT UVE 711 #38084 STREET SIDE a.-0. STREET SIDE 0 0 —le=OFPCEare EMBOSS PHILLIPS PEMI MUYUCEWINED WITO �]NVa]a 11C EMI O O Diesel � Regular ABUSE 3790 WADSWORTH BLVD NET i TUETEJ ZIP WHEAT RIDGE, CO 80053 STREET SIDE SIDE VIEW FRONT VIEW DTY II DIFI SCALE: IIT'- I'0" MIS ENEUPTINE JOHN CURRAN [K ] CONCEPT A DESIGI KYLE KUBERRA 37] REVISION # I[A All work shall comply with 2018 IBC, 2020 NEC MOVE EXISTING nl NH MONUMENT SIGN ON 04.0330 FINAL ARTWORK and Wheat Ridge Municipal Code. WADSWORTH TO NEW LOCATION 70' SOUTH AS INDICATED ON SITE MAP. REMOVE A DISPOSE OF EXISTING DIF MONUMENT SIGN ON 38TH AVE Rw SIGN A EXISTING �. STREET SIDE a.-0. STREET SIDE 0 0 —le=OFPCEare EMBOSS PHILLIPS PEMI MUYUCEWINED WITO �]NVa]a 11C EMI O O Diesel � Regular ABUSE 3790 WADSWORTH BLVD NET i TUETEJ ZIP WHEAT RIDGE, CO 80053 STREET SIDE SIDE VIEW FRONT VIEW DTY II DIFI SCALE: IIT'- I'0" MIS ENEUPTINE JOHN CURRAN [K ] CONCEPT A DESIGI KYLE KUBERRA 37] REVISION # I[A 04.0330 FINAL ARTWORK Client Signature l Dale: 038084 Wheal AiJAN9An@siAnitonaus 711 #38084 - WHEAT RIDGE DEC CANOPY GAS PRICER CABINETS d,HhearR ti{ m e ON LI 3112 Diesel I Regular PHI 1 ;ULL(c: 2034190 6 FRONT VIEW OTY I2 SIF) SCALE: 1' - 1' 0" SIGN 10 SOFTIEA RECEIVE & INSTALL (2) NEW SIF INTERNALLY ILLUMINATED GPC CABINET SIGNS INSTALLER CENTERED ON CANOPY Il" TO THE LEFT OF THE PHILLIPS 66 LOGO TECH SURVEY REQUIRED PRIOR TO PRODUCTION QSHIPPED -IN CABINET 30"A4B" SHIPPED IN DEC CABINETS.R BACKED FUEL WIPE WI GPC NUMERALS Diesel 711 #38084 JOHN CURRAN EK ] CONCEPT A 9o 9 20 3 4 20 3 4 SIMULATED ILLUMINATED RENDERING 711 #38084 JOHN CURRAN EK ] CONCEPT A DESIGI ADDRESS 3790 WADSWORTH BLVD KYLE KUBERRA REVISION# _ WHEAT RIDGE, DO 80053 04.03WE 10 ❑FINAL ARTWORK Client Signature l Dere: 638084 Wheal BegeSign 0edonlConcepts pirsswigns BSCCUSTOM 7246 W. 116th PI. Broomfield, Co 60020 303.464.0644 www.bsmiins.fom www.banustumcom p A MA M CLIENT APPROVAL I SHEET 4 OF 7 711 #38084 - WHEAT RIDGE EXISTING SIGNAGE u W neat a 'I �� SIGN B -EXISTING SIGN C - EXISTING 36 SGFT [rmmm I WEST VIEW EAST VIEW SCALE: 118' - 1, 0" 711 #38084 JOHN CURRAN DESIM [ CONCEPT A ADDRESS 3790 WADSWORTH BLVD KYLE KUBERRA REVISION# UrRiSTATEJU all WHEAT RIDGE, DO 80053 04.03.20 El FINAL ARTWORK Client Signature l Dale: 038084 Wheal AlapelSpn OesiouConcepts I 711 #38084 - WHEAT RIDGE EXISTING SIGNAGE d WneI 'S!, e s A FRONT VIEW SCALE: 118" - I'0" SIDE VIEW REARVIEW SCALE: 118" - 1'0" [I ENT UVE 711 #38084 ptOHN Con l � CONCEPT A ADDRESS -1 3790 WADSWORTH BLVD KUNALtBERRA REVISION# UP i I ZIPWHEAT IKKYYLE �u RIDGE, DO 80053 04.03.10 El FINAL ARTWORK Client Signature l Dere: SIDE VIEW 638084 Wheal AiJpI 0esionlConcepts 711 #38084 - WHEAT RIDGE SIGN LOCATION o was 'se, 8% PI F- nao�e NEW GPC SIGN G Ez z E, t 3 l el EXISTING REMOVE & DISPOSE EXISTING REMOVE & RELOCATE AERIAL VIEW SIGN LOCATION 8 ONlu Ne P . 0<lc , I I a I I q$�.IPIi E[ry Bml 0 Il a (D1tlA31f109 H1aounsaw LOCATION [I ENT UVE MISEEPECATINE 711 #38084 JOHN CURRAN F CONCEPT A ADDRESS DESIGI 3790 WADSWORTH BLVD KYLE KUBERRA REVISION# PER i I ZIP "NAL an IEJ WHEAT RIDGE, GO 80053 04.03.10 FINAL ARTWORK EXISTINGSIGNAGE Client Signature l Dale: 038084 Wheal AiJpI 0esionlConcepts anamee smnatnte I Rate: Docu$gn Envelope ID: 39061A7AME34935-B2s3-F4BU6EDA6A6 Client 6SC Signs Overall Height: 7'-0" Sean M. McFadand, P.E.11 Sinn: 7Eleven A38094 Wind Speed 110 mph McFadand Ennineedno Sign Description 3790 Wadsworth Blvd Table of Contents 5.17 FT # Columns: i 35.25 PSF Content: Page ME Job: 54340 RELOCATION Design Loads.........................1 0.50 K EXISTING UPPER PLATE B TUBE Support Design ....................... 1-2 Height: T-0 ULTIMATE LOADS General Notes........................3 Width: 8'-1' Structural Variables and Code Loading Specifications Cabinet Type: miecellaneoue Code: 26161ecwrr mends W Structural Section: Tube Steel -46000xii Wind Speed. 110 Number of Zones: 2 w Wind Exposure'. c Wind LOads Per ASCE 7-16 1 20 2 15 3 a 4 0 5 0 6 0 7 0 8 0 v 12.2 WFT v 12.2 WFT y Top 'Approx. Width 899 # Elevation Height Width Pressure Force 1 7.00 FT 5.17 FT 8.08 FT • 35.25 PSF 1.47 K 2 1.83 FT 1.83 FT 8.08 FT 33.64 PSF 0.50 K Approx. Weight 899 # 244# Wheat,Dv `o U � w elktog's Do Total Wind Force= 1.97K 1,143# Docu$gn Emebpe ID: 39061A7AME3AN5-B23B-FB6C6EDA6A6 Date: 10.2&21 City, Stale: Wheat Ridge, CO SHEET: 2 OF 3 Client: BSC Signs Overall Height: 7'-0" Sean M. McFarland, P.E. Si n: 7 Eleven #38084 Wind Speed 110 mph McFarland En ineenn 3790 Wadsworth Blvd ME Job: 54340 Force Mom. Arm Mom. Arm e.os r 1 0.50 K 0.92 FT 6.96 K -FT 3.81 K -FT Secton Properties: 2.751NA3 1.501NA3 Structural Sections to be used: Tube(New) 2 Tube (New) 4.00 IN 0.250 IN 12 #IFT 1W INA3 16.00 2.751NA3 1 Tube(VIF) 4.00 IN 0.250 IN 12#IFT 3.861NA3 16.00 1.50 INA3 to Wheat Ra U m c Gydn9 0�tqo Duculgn Emebpe lD: 39061A7AME34935-B238-F8646EDA6A6 Date: 10-26-21 City, State: Wheat Ridge, CO SHEET: 3 OF 3 Client: BSC Signs Overall Height: 7'-0" Sean M. McFarland, P.E. Sion: 7 Eleven #38084 Wind Speed 110 mph McFarland Engineering Allowable SBP = 3790 Watlsworth Blvd (includes code allowed 20% increase for every foot 3.0016th's ue 306: 54340 One Pier Footing (New) Pier Fooling Design: Select #re footing and soil type: d=A/2'(1+(1+(4.36'Ill /A)Al f2)) Footing: Round W where A= (2.34 P)/ (S1' b) Vert. Soil Bearing (Pat): 151 Lat. Soil Bearing (pat): 150 Mmax = 6,957 #-FT Pines (Lateral) = 1,970# LSBP = 150 PCF S7= 615 PCF X d = 2.000 FT A= 3.75 FTA2 In = 3.531 FT it = 6.110 FT USE: 2.00 FT. RNID X 6.25 FT DEEP PIER Soil Bearing Check DLmax= 1,143 LBS 4,568 # < 8,800 # Area of Foi = 3.14 FTA2 Actural SBP = 364 PSF Fy(D+2M))]A1/2 30 IN < 0.75 IN Allowable SBP = 900 PSF (includes code allowed 20% increase for every foot 3.0016th's Fw (b'tl + DA213) of footing below 12' into natural grade.) USE 364 PSF< 900 PSF THEREFORE OK Wheat Matchplate Design -New Lower A36 Steel FY- 36ksi D = 4.00 IN E70 Electrodes Fw= 928 #/ini u w e = 0.25 IN A307 A.B.'s Ft=20 ksi b = 4.00 IN # of Bolts = 4 Dia. Bolt 0.75 d= 4.00 IN Column Mom= 3,807# -FT ln9O t platet= 0.75 IN P Bolt = M • 12 (11 4,568 # < 8,800 # 2 bolts (D+e+t) t reg'tl= [(6'P'e'2 boltsy(.75' Fy(D+2M))]A1/2 30 IN < 0.75 IN Weld = M-12111 2.3116th's <(2) 3.0016th's Fw (b'tl + DA213) USE (4) 3/4'Dia Bolts wl 3/4" Matchplate. Weld to Support with (2) 3/16" Fillet Welds. DocuSign Envelope ID: 39061A7A-72E34985-B23H-FH646EDA6A6 ME #: 54340 711 #38084 - WHEAT RIDGE DO MONUMENT SIGN A - EXISTING .ti o W Neat,pv U � m B4 P fiO king D'4i MOVE EXISTING III DIF MONUMENT SIGN ON WADSWORTH TO NEW LOCATION 70SOUTH AS INDICATED ON SITE MAP. REMOVE A DISPOSE OF EXISTING BIT MONUMENT SIGN ON 38TH AVE 8'-1 W CABINET STREET SIDE R'-11 ''A'CUT SIZE STREET 13o1pco e SIDESIDE STREET O I O O PHILLIPS —EMI ` ERM P FPeE PHILLIPS Y KA.FMN,E 1N EM y i i �" o �UTmVETe b o 0 b � EXISTING w R Regular !Diesel Te4XV4"S[eeI Diesel �, Regular Tububpport Tube Su _...... ._...r...._. T... OAR 1'-10' .r. .......T........ = NEW T 4" Steel Tubeube Su Support FRONT VIEW CITY (1 CE STREETSIDE SIDE VIEW FRONT VIEW DEFY II DIN SCALE: 112" - VW SIGN. 42 SOFT SCALE: 112' - I'-0" 0 REGI ��,J;j.MCF•. Nor. MM<Pulend IniANDmmng 15*01DS A; O 1re�"�M NbFttm vE"onarim 7 ELEVEN 38084 SucwFERWcoF •'� " Pk 1201)813)439 9G918 oT NDate: 1029-2021 vtFOUNIC suvNONLY, yy Emaib seanNs goal Nres mm Atltlress: 3]90 WADSWGRTH BLVD ' -tet �rW FOINDATIONONY b W SM1eCF 1 0nF �< a Web'. wwrvsgnsWOWrc.¢m CiNISli1e'WHEAT RIDGE CO NOUBIIFfENGNEEAING Scow �•• • .6\� NC FIIm Aeg6Vatloo:Fll36 "ptiem PRONDE00AINPLIED. °"' s�UPILL Coomk Umlre Nummo?95EA Client: BSC SIGNS Co6eWEAareYonDW:1g31N5 DocuSign Envelope In 3906WA-72E34935-13238-1`48646FDAW ME #: 54340 Note: The foundation system shall be inspected by the engineer of record or designated representative and verified to the Building Division by means of stampad inspection approval letter provided to the building inspector prior to, the first rough framing inspection. A foundation inspection is also required to be pedonned by a City of Wheat Ridge building inspegar per 20181BC, Segion 110.3.1 FOOTING MAY BE UP TO B' BELOW GRADE. UNDISTURBED SOIL T OF CONCRETE OR CRUSHED CINDER BLOC mI PLACED IN BOTTOM OF FOUNDATION PRIOR TO 2 0' MAIN POUR 2500 PSI CONCRETE (MIN.) TYPICAL OF ONE NEW PIER SCALE: 31r=1' o,�PpO RfC/ffF pv J;j.MCF'. 9F. M M<Pulend Intel Dramng 01 US �;: G rk�A.4w ,M WFa la vi onar a m 7 ELEVEN 38084 SucwERNcoS •' Pk 2S1)S13]439 VERIICASUWRTANO yy 98318 0' NOa1e: 10.29-2021 Email sean@s goal Nres mm Address 3]90 WADSWORTH BLVD 'tet�W -- - CiY/StAe-WHEAT RIDGE. CO 110ailitf MIJ ERING SeAw ^/I,0 b . \� SM1eCFiet# 2OF2 .c ° weh: ww,v.:9nswcNrea.mm J =6� NC 511mxeq'so-a000:r.Ius D� MONDEDORINRIED. a- /g#A�E� CoInm Uwlre Noma A Client: BSCSIGNS Cu6eWDyiremnD@:1P'31N5 With � Note: The foundation system shall be inspected by the engineer of record or designated representative and verified to the Building Division by means of stampad inspection approval letter provided to the building inspector prior to, the first rough framing inspection. A foundation inspection is also required to be pedonned by a City of Wheat Ridge building inspegar per 20181BC, Segion 110.3.1 FOOTING MAY BE UP TO B' BELOW GRADE. UNDISTURBED SOIL T OF CONCRETE OR CRUSHED CINDER BLOC mI PLACED IN BOTTOM OF FOUNDATION PRIOR TO 2 0' MAIN POUR 2500 PSI CONCRETE (MIN.) TYPICAL OF ONE NEW PIER SCALE: 31r=1' o,�PpO RfC/ffF pv J;j.MCF'. 9F. M M<Pulend Intel Dramng 01 US �;: G rk�A.4w ,M WFa la vi onar a m 7 ELEVEN 38084 SucwERNcoS •' Pk 2S1)S13]439 VERIICASUWRTANO yy 98318 0' NOa1e: 10.29-2021 Email sean@s goal Nres mm Address 3]90 WADSWORTH BLVD 'tet�W -- - CiY/StAe-WHEAT RIDGE. CO 110ailitf MIJ ERING SeAw ^/I,0 b . \� SM1eCFiet# 2OF2 .c ° weh: ww,v.:9nswcNrea.mm J =6� NC 511mxeq'so-a000:r.Ius D� MONDEDORINRIED. a- /g#A�E� CoInm Uwlre Noma A Client: BSCSIGNS Cu6eWDyiremnD@:1P'31N5 W City l' COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsCc-)ci.wheatridge.co.us I FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3790 Wadsworth Blvd. Wheat Ridge, CO 80033 Property Owner (please print): NNN 38th & Wadsworth, LLC Phone: 720-496-2583 Property Owner Email: wlllock _cadencecap.com Tenant Name (Commercial Projects Only) 7 -Eleven Property Owner Mailing Address: (if different than property address) Address: 6400 S. Fiddlers Green Circle Suite 1820 City, State, zip: Greenwood Village, CO 80111 Architect/Engineer: McFarland Engineering / Sean McFarland Architect/Engineer E-mail: seanp_slgnstructures.com Phone: Contractor Name: Broomfield Sign Co. City of Wheat Ridge License #: 281-813-7439 021494 Phone: 303-464-0644 Contractor E-mail Address:_ judy C@_bscslgns.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Judy Cruz Phone: 303-464-0644 CONTACT EMAIL(please print): Judy@bscslgns.com Sub ContractorsMust provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: United Electric Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑X COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Install one, new, gas canopy sign, remove one, existing, ground sign and move one, existing, ground sign. Sq. Ft./LF Amps Squares BTUs Gallons For Solar: KW N of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Signage Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name):Z&-- U P/� DATE: 10/29/2021 Printed Name: Judy Cruz DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: CONSTRUCTION TYPE: Building Division Valuation: Project Address: Wall Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. 3790 Wadsworth Blvd. Contractor: Broomfield Sian Co. You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 - 74 North elev. feet Wall 2 - feet Wall 3 - feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage - Wall 2 allowable signage - Wall 3 allowable signage - Site Plan See attached site plan. 74 square feet square feet square feet i CITY OF WHEAT RIDGE Buildin§ Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �'�`� �vm r,7 Job Address: 3-79n tt.!,as - _ , v Permit Number: -@Q I q 0 � -D 9 ; I ❑ No one available for inspection: Time -3:: QS AM& Re Inspection required: Yes QN When corrections have been made, call for re -inspection at 303-234-5933 Date: Ll / 8IJ9Inspector: 1 6 DO NOT REMOVE THIS NOTICE !l FA City of Wheat Ridge Community Development Department Memorandum TO: Accounting Department FROM: Kim Cook, Building Division SUBJECT: Refund for Permit DATE: April 18. 2019 Reason: For Permit No. 201803288, the scope of work was reduced and the contractor is due a refund. Please refund: Contractors License$ (acct 01-510-00-513) 100% permit fee: $158.50 (acct 01-510-00-516) 100% plan review $ (acct 01-550-05-551) 100% use tax: $220.50 (acct 01-500-02-505) Total Refund Due: $379.00 TO: Oasis Plumbing Co Inc. 5555 East Mexico Avenue Denver, CO 80222 Thank You! K,:.n. Co04 Permit Technician City of �-� I Use A al . 90 �1V heat k- "jde COMMUNn-y DEVELOPMET City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Refund Application Complete this application in its entirety, attach all copies of permits, permit cards (if issued) and receipts that were received at the time of permit issuance. Requests for more than 80 percent of the amount paid will not be approved without prior approval from the Building Official. The refund application must be received by the Wheat Ridge Building Division no later than 180 days after permit issuance. Applications received after 180 days of permit issuance will not be approved. You can mail or hand -deliver all required documents to: City of Wheat Ridge, Attn: Building Division, 7500 W. 29th Ave., Wheat Ridge, CO 80033. Company Name/Name (to whom check should be made out to): `tet `7 ( ' L4 Address: e)6 City: :i/I V-�r` State co Zip: '5V ZZZ-- Phone: �� ✓ _(- ! �q Fax:9 Email: a01103AIgb Permit Iro Permit Address: Wa (�s' � It J, Reason for request: lo . I /,-y /' Printed Name: U) 01 v' (AS Signature: ;W' li � e Date: �-1 -7 - L� For office use only cA1'1{1(w" otAN ln5pee urS pC �rcdmcp-d 1 (7/16( KC \����� This request has been- KAPP owed LI Denied Refund Amount: $ _ , 1")li PApproved by: Date: www.ci.wheatridge.co.us City of Wheat Ridge f Commercial Plumbing PERMIT - 201803288 PERMIT NO: 201803288 ISSUED: 12/26/2018 JOB ADDRESS: 3790 Wadsworth Blvd EXPIRES: 12/26/2019 JOB DESCRIPTION: Replacement of waste drainage pipe lines in restrooms and hallway in existing locations. 7-11. **Revision replacement of 100 feet of sewer line in parking lot north end and install dual clean outs in one location and a single clean out at the end of the repair going towards ROW. Valuation $15,000.00** **REVISION 2: removing 100 ft line replacement in parking lot; installing a set of two-way cleanouts at landscaping backflow; Reduction in valuation: -$10,500 *** CONTACTS *** OWNER (720)496-2590 NNN 38TH & WADSWORTH LLC SUB (303)944-7845 Edward Gubrud 021511 Oasis Plumbing Co. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 340 / Conv. Markets BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,311.00 FEES Total Valuation 0.00 Use Tax 300.53 Permit Fee 283.55 ** TOTAL ** 584.08 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge A.. Commercial Plumbing PERMIT - 201803288 PERMIT NO: 201803288 ISSUED: 12/26/2018 JOB ADDRESS: 3790 Wadsworth Blvd EXPIRES: 12/26/2019 JOB DESCRIPTION: Replacement of waste drainage pipe lines in restrooms and hallway in existing locations. 7-11. **Revision replacement of 100 feet of sewer line in parking lot north end and install dual clean outs in one location and a single clean out at the end of the repair going towards ROW. Valuation $15,000.00** **REVISION 2: removing 100 ft line replacement in parking lot; installing a set of two-way cleanouts at landscaping backflow; Reduction in valuation: -$10,500 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 al f 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 pennit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or an' mance or re ation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat IgE COMMUNI7l( DEVELOPMENT Building & Inspection Services Division 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(aki.wheatridge.co.us FOR OFFICE USE ONLY Date: 7//j Add to Permit # Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 7 Propertv Owner Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: h Contact Person: Phone: Phone: 7%S Contractor: Contractors City License #: Z Phone:' Contractor E-mail Address: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: 6k('�-, (I(D+ ri^i i" Qs }-- Sq. FULF Amps ( V-4-- /0� ltkxc- k c) If -erll r �- ct ��.e c� ✓t i JS fec� CO- 4-�� -4P5� i/ c jj � �- a �� P e, l J ���L Btu's Squares Gallons Other Additional Project Value: (Must include all general and subctracted work to be performed related to rev' ions/amendments described above) 0 C it T 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. CIRCLE ONE: (OWNER) ONTCTO or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: v 2 If' SIGNATURE: C f/ DATE: DEPARTMENT USE ONLY ZONING COMMMENTS Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required OCCUPANCY CLASSIFICATION. Building Division Valuation: $ City of Wheat Ridge Commercial Plumbing PERMIT - 201803288 PERMIT NO: 201803288 ISSUED: 12/26/2018 JOB ADDRESS: 3790 Wadsworth Blvd EXPIRES: 12/26/2019 JOB DESCRIPTION: Replacement of waste drainage pipe lines in restrooms and hallway in existing locations. 7-11. **Revision replacement of 100 feet of sewer line in parking lot north end and install dual clean outs in one location and a single clean out at the end of the repair going towards ROW. Valuation $15,000.00** *** CONTACTS *** OWNER (720)496-2590 NNN 38TH & WADSWORTH LLC SUB (303)944-7845 Edward Gubrud 021511 OASIS PLUMBING CO *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 340 / Conv. Markets BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 24,811.00 FEES Total Valuation 0.00 Use Tax 521.03 Permit Fee 442.05 ** TOTAL ** 963.08 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge Commercial Plumbing PERMIT - 201803288 PERMIT NO: 201803288 ISSUED: 12/26/2018 JOB ADDRESS: 3790 Wadsworth Blvd EXPIRES: 12/26/2019 JOB DESCRIPTION: Replacement of waste drainage pipe lines in restrooms and hallway in existing locations. 7-11. **Revision replacement of 100 feet of sewer line in parking lot north end and install dual clean outs in one location and a single clean out at the end of the repair going towards ROW. Valuation $15,000.00** 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 leally authorized to include all entities named within this document as parties to the work to be performed and that 11 work t=befc- ed is disclosed in this document and/or its' accompanying approved plans and specifications. V -e� 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 maybe subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and rocedures 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 issuanceor granting o ermit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicabl o or ny ord , nce 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. V It► 4 4* City of `� Wheat�dge COMMUNITY DEVELOPMENT 1 FOR OFFIC5USE ONLY Date: Add to Permit # Z/E�Jzg Building & Inspection Services Division 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(aki.wheatridae.co.us Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: J 1_1U UV(%`rls6o 1-f-\. o I U, Propertv Owner (please print): /4' 'S�t VC P<' Property Owner Email: ymj// 1 L� Mailing Address: (if different than property address) Address: kte'l (� Aoe_ City, State, Zip:.����(— 0 Contact Person: Phone: Phone:503 9q c 7 ,5— Contractor: Contractor: l / Q5cs r ltt ULh:1LC (.r 1 LQ� C Contractors City License #: Phone: Contractor E-mail Address: ('Z�rk C, kru0 ()Pt f , I , C'("v 1 Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: 6,v�j xCGt Gt�o1,\ ck Sq. FULF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) t i-1 §-, 000 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. CIRCLE ONE: (OWNER) NTRACTOR or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: C SIGNATURE: 7 l DATE: I DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required OCCUPANCY CLASSIFICATION Building Division Valuation: $ 4WAJMWV&00; i CITY OF WHEAT RIDGE w, Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE JJ do y- ��urt,5 Un j �n t Inspection Type: q 0 i - r- i nG Job Address: 3-7 9 0 Permit Number: 1901,90 3 P <3 g 9 ❑ No one available for inspection: Time a = -31 KXIM M Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Yea Date: ! -7 ! Inspector: -%`b DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Plumbing PERMIT - 201803288 PERMIT NO: 201803288 ISSUED: 12/26/2018 JOB ADDRESS: 3790 Wadsworth Blvd EXPIRES: 12/26/2019 JOB DESCRIPTION: Replacement of waste drainage pipe lines in restrooms and hallway in existing locations. 7-11. *** CONTACTS *** OWNER (720)496-2590 NNN 38TH & WADSWORTH LLC SUB (303)944-7845 Edward Gubrud 021511 OASIS PLUMBING CO *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 340 / Conv. Markets BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,811.00 FEES Total Valuation 0.00 Use Tax 206.03 Permit Fee 204.30 ** TOTAL ** 410.33 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. I, by in signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all or k to b performe 's 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 thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalppermit fee. 3. If this permit expires, a new permit may be required to be obtained. rssuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of ChiefAuilding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of `7`! heat P--_,dge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(d)-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # Z! �6 32V Plan Review Fee: � !' Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): �-�� �)�d1r+P 3 Phone: e_-:�> 1 Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: � 1} Architect/Engineer E-mail: Phone:` Contractor Name: ct .5-,5 City of Wheat Ridge License #: ('�J S l� Phone: Contractor E-mail Address: eel L1 +rIG 'i l I For Plan Review Questions & Comments (please print) CONTACT NAME (please print): 1�iA Phone: CONTACT EMAIL(p/ease print): G .S C1 Y .- Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. COMMERCIAL F—] RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. �ql>GL C� <� cc'l �s I e,;4 , oc o n 61tit r �a l U'�ti l y� �5�'r s-+�'� l D c ��s /V0 Jav c, c� Sq. FULF BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: _ Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 91M OVVNER/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) (CONTRACTO) or AUTHORI D REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): G DATE: 2 IGT �Q f Printed Name: v DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: �IIIIIII�I Ell 15 -Year ND Warranty i TERMS and CONDITIONS Warranty No. Duro-Last-. Inc.. rDuro4zst­) grants this No-Dollat Limit t-NDI.") Warranty to the owner COwner") of a building containing a Duro-Last Roofing System (­I)uril­U;od.Sy,.dern­) installed by a lour -Last authorized Licaler/Confractor ("Contracrot'v, subject to the conditions and linination% contairiLd hictrin Duro-Last's obligation during the I'through the IS* year shall he to repair any leak tit the Duro. Last System caused by any defect it, a component of the Duni-Last System to by the workmanship of the Contractor, but only as the workmanship relates it) the installa, tion of the Duro-Lau System itself and tug as it relates to other work performed, it any. Duro-Uisi*sobfigation includcs,ai Duro-Last', discretion, either the repair or replacement of pun or all of the Duro-tast System and allay mcludv+ the furnishing lir cost of labor to repair file Duro-Last System provided life following conditions are met: A. Duro-Last and Contractor have been paid in full for the Dumy Last System, its installation and any outstanding invoices issued by Duro-Lasl that anse after the installation; W11ir Dum-last System has been approved by NVU-14VO following in;SPOCtu)a by 40 authorized !Aim -Last Quality Assurance Technical Representative I "Duro-Last QA Tech Rep"), this NwINillar Until Warranty has been signed by a Duro-Last QA 'tech Rep or Quality Assurance Manager. and the conimtor confirm.,, that the Duro Last System was installed in accordance With DUrti-IANI'l Specification.. and Written installation nNtiireffwnts. C.The Owner has notified Durt"Atst within 7 days of the discovery of any teak, failure. or other alleged Duro-Last System defect Ott net must no(ify, Duro­l.ast by calling the. Duro-Last Quality Assurance Department at 1 96(,-284-9424. by c -mailing A,"a duron lastcom, or by certified mail, return receipt requested; D.The O%nc; allo%k, Duro-Lust's QA Tech Refits). and(or Duro-Last Contractons) access to the roof including, it necessary, the rentoval and replacement by Owner at Owner's expense any anill all oly4ructions, tocluding hill not limited lo: rooftop gardens. earth, soil. paver,, ballast, decks, patio and walking surface material,,;. photovoltaic system, anti other overburden. anti E. Duro-Last autlhin/cs the repair and, at Duro- I asst's option, either QA'Iech Rept si. tit an atilhoivet! Contmitv makes the repair. If. LIMITATIONS and EXCLIlSJONS A. This Mi -Dollar Limit Warranty thics not apply it) a Duro-Last System installed on it single-family residence. B. Mro-Lasl shill not be hable for damages arising from defects in the dc -sign or construction of the building in rotif ivscmhly. lair shall Durol,,tst be liable for any other products aside Irt'.an the Durti-13sa System, C.Duro,Last is not liable for any Di mi -Last System dcletl or failure nor for subsequent damages arising from Acts of God or Lauses outside Duro-Last*N control including. but not hailed to: I ) Damage caused by fire. lightning, hurricane. gale. hail. tornado. flood, earthquake. ammal%, msccts or 2) Damage caused by accident, vandalism. intentional act. negligence or failure to use reasonable care. %vilether on tile pan of the Owner or anothor. in 3) Damage caused by any unaulhomecd modification to the Durr -Last systern including. but not limited to; damage caused by unauthortmd components used in installation or reflair. by additicinal equipment or structures added to or inaJe a pan tit the roof. by tiallu.. or by chemwal, not normally found in nature or the like: or 41 Interior condensation anitfor moisture entering the Durlw-Last System through walls. copings, structural defecls, I IVAC system,,. or any pail of the building structure. including from adjacent buildings D. Darty -!.ant does not warrant the watertightness of metal firmfucix that are located outside of the termination of tile loam -Last membrane F. Duro-Last does not wartam against color change andior pattern change and/or print change in the Pura -Last Sysicin. F. Dum-Last shall have no liability under any theory of law for any claims, repair,, of other damages refaiing, to five presence of asbestos or tiny vapors, fumes. molds. fungi. bacteria. spores. niycotoxins, or the like on or in tile Duro-Last System or in the building or in the air or water serving the building G. Ili" No ­Dollar Isamu Warrimtt passes to future Ow ner, of the building for five frill 15 years herecif if. nus Na Dollar Limit Warrztnly tnwi Die signed by a Duro-Last QA Tech Rep or Quality Assurance Manager. Coverage under the terms of this No4hillar Laino Warranty begins, sin the Effective Date. The Effective Date is determined by Dtirtl-Lasv Pailure of the Owner or Comms,: fur to sign this No ­Dollar Limil Warranty does not after the Effective Date. 1. This No -Dollar Limit Warranty Atall be governed by the laws of the State of Michigan without regard to principles of conflicts of law. Demo -Last and Owner hereby agree that the Circuit Court for the County of Saginaw, State of Michigan, in the United Staws Federal District Court for the Eastern District ol'Michigan in Ray City, shall have the exclusive jurisdiction tit determine any and all dtsputc%, tar clamrs retailing to dosNo-Diollur Lonit Warranty and do hereby submit themselves to the sole personal jun%dwtKtn of those Courts. J. No claim, wit, or other proceeding arising out of or related to the Duro, Last ptxiducl, of thew terms, including without limitation this No -Dollar Limit Warrants, may he brought by the Owner or anyone else after one 11) yew from the date it A:4:nws. K.Duro-Lavt does not waive any rights under this No -I tollar Limit Warranty by refraining from exercising its rights in full in line or more instance,. ONTR: CON,rINUFI) ON BACK THIS VAX )I I %R I I %IIT kA %RR AN V I AN1) Fill, Rt,4114 )NS I B I I I I it's 1NII RI. STAVIA) UIFRV IN ARE. LXPRESSIA %(,Rl IFD 1-0 111 OXNNFR %%OM RO-I ASf %ND( (ONSIJIVIU, lift. SO11, AN %RR0,11A AND Rf %11,,- DIUS OF THE ON% NFR I- OR ANN %1A 1'(41) lit I I-( I OR I \III RE OF THE DURO-LAS I S1'01 -All, "I IF I If VR MEMBRANE. A(( USNOR I VS.OR ( ONFR U I -OR "ORKM ANSI I lls. THERF :ARF N0\\XRR\% IIIN OF MERC`HANT:."Ill FUN OR tf IN I, NS FOR A PARTICI I OR I NIIII It D IN vv I'l \\N OR('t STOM) I If% I I• \11 til) "VNOlt) I TIL EXPRPS-STI RMNS I \1`F1)F\ III IS NOF)OIj,AR 1,1\111 %\%RRAN IN Io I tit i I LI. I iIN( I \I\IFR IS 11FR\111 FFD R% I WV0\k%J_R,\ NJ) III R0_I,AS F U( H;FTH- I it JOIN I I \ I sISCI kiNt ANN OTHER OR FIR I I It, R %%%RR%N I I Is I\( F III I IIOSJ_ 1\1 I I Fitt) IN I1IJI.,IX)(Fr\J I \1, I N I -\FN I,\%% I MI'Llf D %k%RR%N II 141 \I %I \N %RlSI RN L%\\ I-SLINIV I F Is IN lit RATION fol'tif 'TERM lit Rt IN. I III Rl- ['\Ik,()R RUM, k( t \11,\ UPROVIVED lit RIA\ IS f \4 I I Sl\ V ANI) IN I It I OF ALL OF HER REMEDIFX ALT. 4 1 vI\IS FOR NF U-1 %%I) FOR VAIIA BE OF usst NTIAL K RPOSE ARE LXPRFSSIN WAIVED. 10 11- %SI It \%Is f V I I DED. (A% NF.R ANI) lit 11411 %SFROTH A( KNOkNI I IK;F %%!) \4,140,.' THAI' FFIIS NO-DOVI \R I 1\11-1 A\ %RR,%Nl \ t ON FRS t O NSI,,Ql FN 1.1 \1 1) 1 \ ct:s IwRl \ F11 6RI) \1 I F A1% \t SED BY III: ' FUCIN WARRANTED V; %"O\ U, I J1F.RF ABU No I UIIRD PARI � Rf 10 1 It I %R11-14 10 1111,S] II RMS. OW`NFR %CI%NOWL FD43JN lift SFI LINA-rxilt)SS A,%]) 'D A(;RU:I-.S TO 10- SO) fit it %D, \ % PAV_ WAIV ERS, DLVLA RV S I I I \I I I It N 51 k\ I- Itt t N RE_U) 1) k NJ) I NVIVWNTOOD, MENT FOR I tilt DI ROA %%I ',N, I J r1 OR Rt (.V, I I? I I0\ fit I OFF WARR \ NTV %% I I It III R0_ I \ s I Sit, *%I I. it, s rHAT THE 014NER HAS % OLUNIA I(I I N % ND K NoV\ I NC I % \ I U 1) FO ALL I ERMS. File ColdrUctof k rhif an jWnt of Dal-IJtsnd d4w, nut have auttua fly 14) land Duro-L""t. If any Csmlrwetur oswleN irprewattifivc "sade any %latensent, aboto Duro-Last, it, protitwi,%, -,rrvice%, oblipatiturt, or warranties, tjx)sc qluentelas cannot be relied upon by Owner or any other Party said Cannot be Attributed to DUM-1,40 Filrtbmmvc, 'us Prmffl loo) chastr or modify any lent b or conifitionsof thin No -Dollar Limit Warranty. unlesss in writing and isgoed by the authonAvit rcistvwrilative of the Owner and by a IhmIl,am �Iffiver or by the Duro-L-4s Ousility A,v%urasscr Manager. ,SON*, STATES DO NOT ALLOW LIMITATIONS ON HO%N LON(G AN INIPI IF 1) RR \\ FA I VS FS, SO SUCH A FjMtTA- TION MAY NOT APPLY TOvolu.'rov; WARRANTYt-I\ IS I lit SPF( III( 144,%1 RI(Al IS. \ND YOU MAYAL.40 HAVE ()THVR RIGHTS* THAT VARY FROM STATE TO STATE. 11 art) fit- Imol, - 1101% [dual iciro licivi) i-, aivand or uncriforcelibL- under any -applicabIc law. the provim-m or term will be ineffective it, that extent and for the duration of the illegulity. but the remaining pr)visions and terns, will be unaffeelost DURO-LAST". INC. 525 VlorteA Dri%e Saginaw. NII 4801 Name of Building 3 � 70 'V�4,P,5 i,)o 4 Addrrm of Building (Ity.state & zip or Bnita Building DeMitnation &-e,4Acy Z,9/;? Foective Date 41" Serial No. NIGEL WEST QUALITY ASSURANCE TECH REP Signatlpv` Duro L" QA 1'ecti —Rep or _QAN1anftw Signature of Owner Owner (printed) Signature of Contractor Contractor (printed) Square Footage Warranty No. Duro-Last, Duro-Fleece Plus Supreme 15 -Year NDL. 1 I I i I O N C— CN O N r -I O _q O N W� �O O x O0 E-) O (N N 3 W C7 O Q O ,n I� W C W a H bt V4 .,f ro •ri w W .Cy U 44 w o v A OW U q b � 1) U 411 k 0 (d w w A ''1 14 41O U W O 0 A O m m � o ;j v 1 H y x u ro N m H � CD s, ro m 0 w o z � i N m M 0 11 N ro a O � $4 11 o a ro $3 a 3 >+ o N N o U bt m a ro o b U I O A 0) v a a to O b w 7 m a w v V VE -fa i1 a s ° w U O H y m N H sr3' A m v to E 1 o �Ww y w N O 0 s N U u 41 3 x Q U m S x F o 4J p .i 0 3 �' o n w U " mW 0 N N A 5p�i ro O '• Q O F Ci 4.) N id ro A U w 0 m 0 01 ri 11 rI O b A 41 v to m m 7 A ^q r o > a 0 A $4 .] U N F'i QI A 0 o o u td u ro? C i v .4 JJ L y' 14 V U 4J Nm 30 u 0 A m ro Z w N z b 3 w 0 a w w a 0 a o rn o o m C ro O wj m o a W U M ./ m 4J 4J q V1 ti .i z U W 9 w a� 9Q K. N 1 m O N w R 0 0 1, 0 V U m U F U U u a a x w H10 �a 0 0 as w N H bt V4 .,f ro •ri w W .Cy U 44 w o v A OW U q b � 1) U 411 k 0 (d w w A ''1 14 41O U W O 0 A O 10 _ ►2 i CITY OF WHEAT RIDGE Building Inspection Division u (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 6 f2 1 Job Address: 37'10 I�/A(?SLv0A-714 0142 Permit Number: 20)700O yam/ �[ U ❑ No one available for inspection: Time )rto dprM Re -Inspection required: Yes (15 *When corrections have been made, call for re -inspection at 303-234-5933 Date: Z` _7 Inspector: DO NOT REMOVE THIS NOTICE N O 3 CL y O m rn Z 4 M O O 0 n Z n -n r n p v-0 -1 CD CD CD cc o p, Z7 +n O Z a 3. y x C; cNn, -1 � -� m ��� yam. r: m m � N N O 0 m (A � 0 � a C v a fD = 0 L C 3 0 0 N A y O " D O 0. < 3 0 y Cr CD z Zr- p CD a3. n0 0 X p 3=1w gam.•. y N ID 79 o C1 N W 3 cmc ChD %. �- •p ID O rn .� Co Co c CD =rW a m c a °off O o =. 0 3 m ... nv CD 0� n c fn M o O Co CD�CC2 3 O 0) N G Cn `G= �D G �D O 1 s o CD C1 .nT• Cr w 0 � o - v a o F m 3 0 M C "o O 3 Cu � to aN� coc 00 =r w o (o 0� a l -.00 c cD a n c o° �,�•� �n 3 `C �• CCD � ami Co 3 c oozy. ��m 0 0=r 3 c � �=o mm N D O a ? < so a 0CCD v D-1 C C CD s a mCD 0 o y 0 0 a o c o C1 N� O CD CD O O CL oma °� � Gi X CD v o =rOODCCDD -0 m o m W to ~' 0Cr CD v V) o a m CD CC)o• CD = c O �• n O x W CD �' �•0 c °' CD fD C •0 a oo n cD c�.o m =33 oy v CD 73 to o w 0 u'cnv -0 o -4 o (o w 90w O 3 nCD na y°r2 -> s CD p ami � m a p S .r rt W j 3 9 o (D CDD (D S CCn t� y 3 W Z3 a� n c Cn N ° cn o m m CL m O �D. « CD S c v =3 Q j aCD v U v ID to 3 v a am m rn Z 4 M O O 0 n Z n CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: R a F Job Address: 31:290 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Ye No - *When corrections have been made, call for re-inspe �+Qn a 303- 34-5933 Date: 111/1 -7 Inspector: 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 F -T— Job Address: 3'-79® I^ Permit Number: Q <a1 t, Q 16L Q ❑ No one available for inspection: Time ' E A /PM) Re -Inspection required: Yes NO-) * When corrections have been made, call for re -inspection at 303-234-59 Date: 1) Inspector 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 f;. INSPECTION NOTICE Inspection Type: L . Job Address: -1 4C) I��) Permit Numbed ❑ No one available for inspection: TimeAM/& Re -Inspection required: Yes o *When corrections have been made ,oaH.(or re -inspection at 303-234-5933 Date:(C Inspector L�" &k DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - j303) 237-8929 Fax INSPECTION NOTICE Inspection Type: RL_Z Job Address: -7 9® W s d c _ago o ,I�L v Permit Number: c-3 I co 19 .:7 o pe ❑ No one available for inspection: Time AMI Re -Inspection required: Yes 0 When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspecto . DO NOT REMOVE THIS NOTICE '�'V '5"')! •J - C o" 4 3 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:) ?� N JobAddress: �� ✓L'Dv �r� Permit Number: aVj LP0 r ta 127M 1 &U I L we -W 6 U11-1 ❑ No one available fbr inspection: Time AM/PM Re -Inspection required: Yeso *When corrections have been mad ,call for re -inspection at 303-234-5933 Date: Inspector: Inspector: v DO NOT REMOVE THIS NOTICE ry i 0-I CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F�,tY1�l� BFI. RoF . FWD '0 PFJ Job Address: .3790 WADS on,rll131VO Permit Number: 201&47146, Z C -F/ — 4h - 1"F1 — 0/1 Ci F1 -- Y Ao F - a/T Fwo -a F1 - o. ❑ No one available for inspection: Time 10 22 A PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: InspectorAep :,/ DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building In-Spection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Ertl Job Address: '279CD E,,.jA, swc5 e7 1j Permit Number: Al)a lee 7s6,- - Tvo V1 h - ?417- ( 04 b► -Cll- r sA-t'• ❑ No one available for inspection: Time 1 �J� AM M Re -Inspection required: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 Date: -S/2/// ' Inspector: A 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: X1"1 (: E I e r Job Address: _1p r IVP Permit Number: no NSQ'r ;0 14 o Dy� -r ❑ No one available for inspection: Time AM/PM Re -Inspection required: Y s' No *When corrections have been made, call for re -inspection at 303-234-5933 Date:Inspector:—//"/- N "� Ins ector: "/ '/` DO NOT REMOOE 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: t`" z Job Address: Permit Number: 2 6 1 f 6 22 ❑ No one available for inspection: Time J I VU (_ AWPM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 11 17!Inspector: /'� ':�� � Z' DO NOT REMOVE TH/S NOTICE 1* � 4 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: C:� f% f4� Job Address: Permit Number: ❑ No one available for inspectnNo me AM/PM Re -Inspection required: Yes *When corrections have been made, call for re -inspection at 303-234-5933 t Date s�,.�, � Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE � Building Inspection Division �9r(303) (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r-<-" Z,/ 6 Job Address: -3 2'7D Permit Number: / &() / 6 (1 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: / / �`t �_ / i Inspector:,?% ,f - DO NOT REMOVE THIS NOTICE ME 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: � Q I // �- ❑ 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 -�.` Jos ,. Date: rt � pectora.— r DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE _��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: E`ec-�c,c ` r1 (<7,,t-ztjc6 Job Address:`�IC� Permit Number: ren E n\T v t d t_ 'e'-' kLr " r r-- ❑ No one available for inspection: Time 9�,'-G A PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: i — ( Inspector: ��_Lo 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: E C A j Roo Job Address: 3790 0 W orAV\ IVd Permit Number: .20160Ilolpa ❑ No one available for inspection: Time Q �c) M/ M Re -Inspection required: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 44r Date: -a7- e Inspector: r1Q. 1 i x I 1 DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: A► 's Job Address: ? 5'0 W A I-.) $ W b q-¢ /,. [� /V6 Permit Number: � 0 L �-- ❑ No one available for inspection: Time�AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 17 Inspector: , t � 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 j INSPECTION NOTICE Inspection Type: ;; . Ks✓c—�r�'i Job Address: -3;QV Permit Number: 'Do(( ()11/,6 a 1'✓lrC`/%Ctra6,� I`o:dr ��l�c��?SC�'r%i�!-F' E -T 7� !' 41.�� ❑ No one available for inspection: Time PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection, at 303-234-5933 Date: 7 -Df 1 Inspector: Puce DO NOT REMOVE THIS NOTICE r i CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax j INSPECTION NOTICE Inspection Type: ;; . Ks✓c—�r�'i Job Address: -3;QV Permit Number: 'Do(( ()11/,6 a 1'✓lrC`/%Ctra6,� I`o:dr ��l�c��?SC�'r%i�!-F' E -T 7� !' 41.�� ❑ No one available for inspection: Time PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection, at 303-234-5933 Date: 7 -Df 1 Inspector: Puce DO NOT REMOVE THIS NOTICE r CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: LD W `S / i a G Job Address: 790 W,+Z)S774 St vv Permit Number: Z o/d 04 6 2 Y' 4-r:( (,� ! �n��✓ % b r, c . ��) P h c%— ❑ No one available for inspection: Time M Re -Inspection required: Yes & *When corrections have been made, call for re-inspe on at 303-234-5933 ,r Date: Inspector:��� DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 6 UG Job Address: 37f.0 Permit Number: 2,/Z G/C6 2 d-e� r -Q f. Jn �i Ik/ Cf ei zgp r _jeG (; iv y� trCn O//'�Pr x j � , i 1 i ❑ No one available for inspection: Time !'7 /AM PM sf` Re -Inspection required: Yes ' * When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector:��� DO NOT REMOVE THIS NOTICE 4' 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 Al �e '2� Job Address: Permit Number: 6, o 0 No one available for inspection: Time rAM/M Re -inspection required: Q�e) No When corrections have been made, call for re -inspection at 303-234-5933 Date: 3-6-17 Inspector: DO NOT REMOVE THIS NOTICE e 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: _T_ N `s Job Address: -3 -7 n 41s /vb Permit Number: Z O /G 0 1% Z ❑ No one available for inspection: Time /0.' W(-AM/PM Re -Inspection required: Yes No *When corrections have been made, call for rrre-inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS'NOTICE i CITY OF WHEAT RIDGE Building Inspection Division I / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: :1% 10 W A a S w 09 8 10 Permit Number: �L 0 14 n / 'a-- ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date:7- ' r inspecto�s:c DO NOT REMOVE IMS NOTICE 77 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: .375 0Rr%�✓o!R Permit Number: OX ❑ No one available for inspection: Time/0 AM/PM Re -Inspection required: Yes f -No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector:''11-41` �s 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: i✓ r I), T aril. 41+. Job Address: `41 �l Permit Number: :� 616D `1 12, ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:�I2� Inspector: 14,A �' r 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: r Job Address:? Permit Number: c def'ef V ❑ No one available for inspection: Time "wCl/m Re -Inspection required: Yes Flo When corrections have been made, call for re -inspection At 30,43-234- 9 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: P R 1 Job Address: Z-? 9 E, �� R �� S �� �' rc 4 t� 13 I v Permit Number: i? P I Uv -t y ❑ No one available for inspection: Time l AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -1 dtion at 303-234-5933 Date:_, % ' /')Inspector: DO NOT REMOVE THIS NOTICE City of Wh6atfkd CO)MMUNrry D1-VLL0MLNT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: FOR OFFICE ILSE 0 Lyl" Date: Plan/Permit # C) 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: 3790 Wadsworth Boulevard, Wheat Ridge, CO 80033 Property Owner (please print): Cadence Development Phone: 720-493-5100 Property Owner Email: kstallworthy@cadencecap.cOm Kay Stallworthy Mailing Address: (if different than property address) Address: 6400 S. Fiddler's Green Circle, Suite 1820 City, State, Zip: Greenwood Village, CO 80111 Architect/Engineer: The Dimension Group - Stayton Wood 0 _# Architect/Engineer E-mail: swoodadimensiongrp.com Phone: 720-536-3180 j'(1 ,S4 - �,V� 010117411 Contractor: TBD Contractors City License M _TBD Contractor E-mail Address: TBD Sub Contractors: TBD Electrical: W. R. City License# Other City Licensed Sub: City License # Plumbing: W. R. City License# Phone: TBD Other City Licensed Sub: City License # Mechanical: W.R. 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) Tenant Improvement / Remodel (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.) This project involves the conversion of an existing fueling facility to a 7 -Eleven Convenience store and fueling facility. The building will remain intact and will involve both an interior and exterior remodel. There is an existing car wash that is being demolished. There are two existing canopies, one on the north and one on the south side of the C -store. Both canopies are to be demolished. A new canopy will be constructed on the north side of the C -store. In addition, the existing fueling facility and underground storage tanks will be removed and replaced with new equipment. Electrical service is being downgraded from existing 1200 amp service to 800 amp service. The down grade is due to the elimination of the car wash. Existing domestic water and sanitary sewer facilities are to remain as is. Sq. Ft./LF 3,300 C -store Btu's Gallons Amps 800 Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 450 000 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 assumefull responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this applicati or have been authorized by the legal owner of the property to perform the described work and am also authgal owner orized ti on; that I am the the legal owner lele 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) J (AUTHORIZED REPRESENTATIVE) of (OWNER) 1 (CONTRACTOR) Electronic Signature (first and last name): Steven L. Cromer i - DATE: October 21, 2016 Building Division Valuation: $ City of ]��Wh6atRi�dgc LIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORDS DEVELOPMENT REVIEW FEES Date: 2 /r /tc� Location of Construction: p Purpose of Construction:`, 5,7, . ►` /® Single Family Commercial Multi -Family Development Review Processine Fee: ................................................ $100.00 $ too,, ®c (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 $ Commercial/Multi-Family Review Fees: • Review of existing or minimal technical documents: ............. .......... $200.00 $ • Initial review' of technical civil engineering documents (Fee includes reviews of the 1st and 2nd submittals): . ......................... $600.00 $_- 122 • Traffic Impact Study Review Fee: (Fee includes reviews of the I" and 2nd submittals): .......................... $500.00 $ • Trip Generation Study Review Fee: ........................................... .... - $200.00 $ • O & M Manual 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: 3Td submittal (% initial review fee): ...................... ........ .................... $300.00 $ 4`'' 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. wwe,ci.� heatridge.co.us Rev 12/12 Cify of' PU fit fC 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 IfFATED: CQ/ DDRESS: --379-42 Wh0c,- '-ZW BL)42- — 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, ITCF� David F. Brossman, P.L.S. Development Review Engineer CC: File wwwxi,i he2fridge.er"Lis Rev 2/08 City of A�CWheatllk OMIIAMUNny DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 7 -Eleven 3790 Wadsworth Blvd. I. Sheets GO through G17 need to be stamped by a Colorado Design professional. 2. Project Data sheet GO, we are under the 2014 NEC you have designed to the 2011 NEC please go through plans and verify that all will meet 2014 requirements. 3. Sheet G 1 General notes #1 all construction shall meet City of Wheat Ridge requirements not the County Standards. 4. Should you have (3) L77? 5. F19 why are you not calling out for snowplow rings? We do get a lot of snow here. 6. Sheet G9 note that the lighting to be installed by gas contractor, the state of Colorado requires a licensed electrical contractor to do the work. 7. 6" address numbers will be required on the structure visible from the street. 8. Dumpster height by ordinance can only be 6' tall. 9. Review is limited to the contents of the plans submitted and any errors or omissions contained herein shall not be construed as permission to allow any condition to exist in violation of the codes of the City of Wheat Ridge. 10. Prior to CO or final the GC shall provide as built in PDF. 11. Signs on building permitted separately. 12. Sheets resubmitted are your responsibility to reinsert into plans, please leave the old ones you take out in the office. 13. Please address comments under each numbered one along with where I can find on sheets. www.d.wheatridge.co.o s Melissa M From: Mark Van Nattan Sent: Friday, January 6, 2017 3:04 PM To: Steve Cromer Cc: Dave Brossman; Michael Arellano; Melissa Mackey, Kimberly Cook Subject: 7 -ELEVEN Submittal Hello Steve, We have looked over the submittal we received yesterday and noted that it did not include the stamped/sealed Civil Construction Sets. PW is prepared to sign off on this permit application upon receipt of the previously reviewed documents specified in my email of 12/29. Let me know if you have any questions or if I can be of any further assistance with this. Thanks. Ridge,Engineering Technician 7500 W. 29th Avenue Wheat Colorado 80033 Office P303-235-2870 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. Melissa Macke From: Justin Myrick ~] rnkevconstcnm> Sent: Tuesday, January 1O'2O172:4]PK4 To: Melissa Mackey; Steve Cromer, Michael Ave/|anoiMark Van Nattan;Dave Brossman Cc: m)he@mikesmnechsen/icezonn;Peter Pitcher, 'eson��povve�eche/ectriccocom Subject: RE: 3790VVadswo�hBoulevard ' � Attachments: /nsuranceCertificate.pdf [nn pretty certain this is the certificate ( provided with our license application. Expiration date for those lines of insurance is November of 2017, they are not expired. Mechanical Contractor: Mike's Mechanical Mike Doane 72O-982-4698 mikeemikesmech POBox 2D28 Englewood, CO8O15O ' Marathon Plumbing Peter Pilcher 72D -9B9-3361 maratho 4528E1DBmAve Thornton, CO 80233 Electrical Contractor: Power Tech Electric Jason Barrows 303-926-6667 32295EI67mD/ Hudson, C[)Q0G42 All three subcontractors are copied onthis email sothey will see this. /fthey are not currently registered inWheat Ridge am Project Manager 5600 S Quebec St. #311013, Greenwood ViIIaqqX*-),9i thobile 720.431.3789 From: Melissa Mackey [naUto:rnnnackev@d. .co.us] Sent: Tuesday, January 10, 2017 1:58 PIVI TO: Steve Cromer <scroner@dhnensiongrp.com>;Michael Are||ano<rname|tano@d-zous>;K4arkVanNa1tan 56OOS.Quebec Street, Suite 31OB, Greenwood Village, CO 80111 Office 720.536.3180 1 Cell 720.989. 0101 A"am-a "Customer satisfaction, that is our mission This E-mail (including attachments) is covered bythe electronic Communications Privacy Act, 18Mk. 2510-25z1,This electronic mail message and any files transmitted with it are intended exclusively for the individual or entity to which it is addressed. The message, together with any attachment, may contain confidential and /or privileged information, Any message inerror, please immediately advise the sender uvreply e-mail o,uvphone z14.a*y.y400 ue|�em/se-mail cummvn|caounand ue�mvaop»vuca|copies ufsame. ' From: Melissa Mackey Sent: Tuesday, January 10,28171:3OPK1 To: Steve Cromer ; Michael Ame||ann > Cc: Tanner Kinde<> ��-------- Subject: RE: 3790Wadsworth Boulevard The Planning and Building Division have approved the plans, we are just waiting on the Public Works Department. |was cc'dmnanemail that Mark Van Nattanhad sent out requesting stamped plans prior tmhis approval. Asfar asI'm aware, that was the only item waiting for the plans tobeapproved. Also, the application lists the GCand subs as TBD, Our office would need the list of company names for those individuals tohave them added tothe application prior topermit issuance. Please let me know if you have any questions or need additional information. Melissa Mackey Senior Permit Technician Office Phone: 303-235-2855 Fax: 303-237-8929 From: Steve Cromer Sent: Tuesday, January 1O,2O171:]3PK8 To: Melissa Mackey Michae|Are||ano Cc: Tanner Kinde<> Subject: 379OWadsworth Boulevard Michael / On January 42017ne provided revised drawings and response locomments for the 7-Elcveo1Da1]7g0 Wadsworth Boulevard. lwas hoping you could provide me with an update on the status ofyour review / City of j29'WH4�atRLdge CITY OF WHEAT RIDGE BUILDING AND INSPEC17ON SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, Co 80033-8001 p. 303.235.2855.E 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist the project type and be attached to the Building Permit Application at the time of submissio Applications presented for submission without a completed Proof of Submission form from a requir agency will not 6e accepted or processed late: October 21- 201 A 11 , RUN Zymo Name of FirmAndividu • ing documents: Jhe DiMegsion GOOLL Project Type/Description: 1-JE—leven.Tenant —7 Signature of Firm Representatiit �.6r Indiv 1, ind a duty authorized representative of the agency J�icovted be Ow and d acknowledge receipt of documents necessary re ew and ap y fo Acteltlhi 1900fignted; (Please check one) • West Metro Fire Protection • Arvada Fire Protection • Wheat Ridge Water District • Consolidated Mutual Water District • Valley Water District • ti' Water K Wheat Ridge Sanitation Distrio • Clear Creek Sanitation District • Fruitdale Sanitation District • Westridge Sanitation District • Other 00 Signature: -44� Date: &- (Agency Representative) aw c- 140P. -0 sr -PL; Cf— Email: September 1, 2016 Kay Stallworthy Cadence Development Email: kstallworthy@cadencecap.com Re: Wheat Ridge Sanitation District — 3790 Wadsworth Blvd. Martin/Martin, Inc Project No.: 17456.C.01 Dear Ms. Stallworthy, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District Engineer, offers the following in response to the provided plumbing plans for redevelopment of an existing gas station at 3790 Wadsworth Blvd. The Wheat Ridge Sanitation District has no objections with the proposed gas station conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. The subject lot is entirely within the service and boundary area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater Reclamation District. Existing District Sanitary Sewer Mainline(s) Wheat Ridge Sanitation District has the following sanitary sewer mains adjacent to the proposed property: • 8 -inch mainline running south to north, west of the referenced property within Wadsworth Blvd. • 8 -inch mainline running west to east, north of the referenced property within W. 38t' Ave. It appears the property may be serviced by gravity flow; however, the homeowner/developer is responsible for determining depths of the existing sanitary sewer main to verify if gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. Please note that Metro Wastewater Reclamation District's Rules and Regulations must be complied with at all times, especially refer to Section 6 "Pretreatment/Industrial Waste Control." As has been seen with several similar facilities, often deleterious matter is disposed of through the sanitary system. A separator (external to the building) of sufficient size may be required to mitigate clogging of the service connection and mainline. From the project description, this will be a commercial property. All tap fees will be based on meter size. Additionally, this facility will need to comply with Wheat Ridge Sanitation District Oil and Grease Interceptor Specifications. Prior to any building permit issuance, please provide any information regarding food production/food heating. WRSD will determine if there is a requirement for a grease interceptor. Costs The amount of the sanitary sewer tap fees will be based on commercial meter size. Fees must be paid to the District office prior to connection to the District main. All costs involved are to be deposited in advance— engineering, reviews, design, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. A minimum 72 -hour notice prior to construction is required following District receipt of all fees. These fee amounts are to be paid directly to the District Office prior to connection, payable to Wheat Ridge Sanitation District, which also collects Metro Wastewater's "connection fees". 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTEN.COM Wheat Ridge Sanitation District — 3790 Wadsworth Blvd. September 1, 2016 Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: Sue Matthews — Wheat Ridge Sanitation District Page 212 City of ����� �� ��~am_x`����e CIT ,orx/nsaTR|uoe8uLmwoxwn|Nmcrnow8suviccsDmsmw 7i00V29tbAvr Wheat Rid �*,[O &003 '-800| /, @3.23520l/ 303237,8929 Proof of Submission for Permitting/Plan Review A copy ofthis form must hecompleted bveach agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of subrnission. Applications presented for submission without a completed Proof of Submission form from a required agency will not Ue accepted mrprocessed. Date.- `\ � Project Address- 3790 Wadsworth Boulevard, Wheat Ridge, CO 80033 Name of Firm/Individual submitting documents: The Dimension Group Project Type/ Descri pt ion .- 7 -Eleven T Signature of Firm Representative or Individual: Steven L. Cromer { hzed representative ofthe agency indicated b�(ow and do, by my signature be|ow, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Ageng (Peaaecheck one) West Metro Fina Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District C, Valley Water District o Denver Water C Wheat Ridge Sanitation District u Clear Creek Sanitation District o Fn/itda|e Sanitation District o VVestridge Sanitation District o Other _ Date: �. ARCHITECTURE ^ CIVIL ENGINEERING ^ MEP ENGINEERING ^ pLAmm|mG TO: Ci!y of Wheat Ridge Building & Inspection Services Division 7500 West 29th Avenue Wheat Ridge, CO 80033 WE ARE SENDING YOU VIA OF TR ANSMITTAL HAND DELIVERED DATE: October 21, 2016 RE: Building and Fueling Permit submi—ttal 3790 Wadsworth Boulevard 7 -Eleven Tenant Improvement/Remodel Job: C6-050 THE FOLLOWING ITEMS: [E]PRINTSAPPLICATION F—lCOPYOFLETTER F—lCOP/ES ���REPORTS F-1COSTEGTMATES �—� c—� THESE DOCUMENTS ARE TRANSMITTED FOR THE PURPOSE CHECKED BELOW: ROVEDASNOTED MFORRBUEVVANDCOK�&1ENT F—lASRBQUEGTED [—�REVSEDANDRESUBK«|T --- c—� �� ' | |FORYOUR(UGB(F/LES) ��FORB|DS [:]FOR APPROVAL F—lFORS/GNATURE �—^ �_� | |FORREG|STRAT|ON REMARKS: ^—~ Thank you for your time and consideration regarding this matter. Ifyou have any questions orneed additional information, please let meknow. SIGNED: -9teven L. Cromer 720-536-3180 ) 720-889-0101 (Cell) CC: V y ^�� VA" k" �0�m/ (�~�4��� �VDN0 ~l- .n=+' COMcheck Software Version 4.0.2.9 k# i Interior Lighting Compliance i i...: Project Information Energy Code: 2012 IECC Project Title: 7-11 # 38084 Project Type: Alteration Construction Site: Owner/Agent: 3790 WADSWORTH BLVD TX JEFFERSON COUNTY WHEAT RIDGE, CO 80033 Allowed Interior Lighting Power A Area Category 1 -RETAIL (Retail:Sales area) Proposed Interior Lighting Power A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast RET -Al - ( Retail �rr s LED 1: A2,A2E: 2'X2' RECESSED TROFFER LED: LED Panel 36W: LED 2: C: SURFACE STRIP FIXTURE: Other: LED 3: DS4E: 4' LINEAR LED SURFACE: LED Panel 40W: LED 4: H: 4' LINEAR VAPOR -TIGHT: LED Panel 36W: LED 5: COOLER LIGHT: LED PAR 13W: Interior Lighting Compliance Statement Designer/Contractor: 34 Kevin Sancibrian 1 2 The Dimension Group 84 10755 Sandhill Road 40 Dallas, TX 75238 2 3 214-343-9400 96 kevins@dimensiongrp.com 13 B C D Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 2845 1.60 4552 Total Allowed Watts = 4552 B C D E Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1 41 34 1394 1 2 42 84 1 3 40 120 2 3 32 96 1 12 13 156 Total Proposed Watts = 1850 Compliance Statement: The proposed interior lighting alteration project 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 2012 IECC requirements in COMcheck Version 4.0.2.9 and to comply with the mandatory requirements listed in the Inspection Checklist. Name - Title ; .�w . d r Signatu e— Date �Jc l-11 V _10W:54 _..._. Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Report date: 10!20/1 MEP\ComCheck\Wheatridge,CO.cck Page 1 of 155 COMcheck Software Version , Exterior8/1" iiCompliance, Project Information Energy Code: Project Title: Project Type: Exterior Lighting Zone Construction Site: 3790 WADSWORTH BLVD JEFFERSON COUNTY WHEAT RIDGE, CO 80033 Allowed Exterior Lighting Power A Area/Surface Category 2012 IECC 7-11 # 38084 Alteration 2 (Residential mixed use area) Owner/Agent: Designer/Contractor: TX Kevin Sancibrian The Dimension Group 10755 Sandhill Road Dallas, TX 75238 214-343-9400 kevins@dimensiongrp.com B C D E Quantity Allowed Tradable Allowed Watts Watts I Unit Wattage (B X C) Fueling Canopy (Free standing/attached sales canopy) 3285 ft2 C # of Fixtures Building Facade (Illuminated area of facade wall or surface) 0.6 Yes 2950 ft2 1971 Parking (Parking area) 0.1 No 29799 ft2 0.06 295 Yes 1788 Total Tradable Watts (a) = 3759 Total Allowed Watts = 4054 64 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 B Lamps/ Fixture C # of Fixtures D Fixture Watt. E (C X D) lin Fr ani / I Lradable Wattage LED 1: ECBBC: FUEL CANOPY LIGHT: LED Roadway -Parking Unit 110W: 1 18 64 1152 Eluddina Facadg.1,111uMinated,I r ft2: Non-tI LED 2: G2: WALL LIGHT: Other: W tt LED 3: J2: 2' LINEAR LED STRIP LIGHT: LED MR 10W: 1 8 29 232 LED 4: J8: 8' LINEAR LED STRIP LIGHT: LED Panel 36W: 1 2 9 18 LED 5: N: WALL LIGHT: LED MR 8W: 1 10 36 360 Parking (___ Parking area 29799 ft2)* Tradgjgg Wattagg 1 2 8 16 LED 6: D1G3D1: POLE LIGHT: Other: LED 7: SG3131_18: POLE LIGHT: Other: 2 1 514 514 1 5 257 1285 Total Tradable Proposed Watts -=2951 Project Title: 7-11 # 38084 Report date: 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 2 of 15 MEP\ComCheck\Wheatridge, CO.cck Exterior Lighting Compliance Statement Compliance Statement. The proposed exterior lighting alteration project 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 COMcbeck Version 4.0.2.9 and to comply with the mandatory requirements listed in the Inspection Checklist. &4ea-iTitle�� �-1 �—ign �t.,e Project Title: 7-11 # 38084 Data filename: LACadence\C6-050 #38084 - 38th Wadsworth Wheatridge CON06 Report date: 10/20/16 MEP\ComCheck\Wheatridge,CO.cck Page 3 of 15 COMcheck SoftwareVersion Mechanical Compliance Project Information Energy Code: 2012 IECC Project Title: 7-11 # 38084 Location: Wheat Ridge, Colorado Climate Zone: 5b Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor- 3790 WADSWORTH BLVD TX Kevin Sancibrian JEFFERSON COUNTY The Dimension Group WHEAT RIDGE, CO 80033 10755 Sandhill Road Dallas, TX 75238 214-343-9400 kevins@dimensiongrp.com Mechanical Systems List Quantity System Type & Description 1 HVAC System 1 (Single Zone): Heating: 1 each - Central Furnace, Electric, Capacity = 82 kBtu/h No minimum efficiency requirement applies Cooling: 1 each - Single Package DX Unit, Capacity = 51 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 15.60 SEER, Required Efficiency = 13.00 SEER Fan System: None Water Heater 1: Electric Storage Water Heater, Capacity: 47 gallons w/ Circulation Pump Proposed Efficiency: 0.95 EF, Required Efficiency: 0.87 EF Mechanical Compliance Statement Compliance Statement: The proposed mechanical alteration project 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 2012 IECC requirements in COMcheck Version 4.0.2.9 and to comply with the mandatory requirements listed in the Inspection Checklist. Date V)cl.t I PII C: /-11 iF 3tSUG4 Report date: 10120/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 4 of 15 MEKComCheck\W heatridge,CO.cck h SoftwareCOMCheck ,. Inspection Code:Energy 1 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. # plan Revlew & Req . L Complies? Comments/Assumptions C103.ID [PR2j1 Plans, specifications, and/or [PR2]1 :calculations provide all information ;ClComplies Requirement will be met. jODoes Not ;with which compliance can be determined for the mechanical UNot Observable, systems and equipment and ',❑Not Applicable document where exceptions to the `❑Not Applicable ,standard are claimed. Load :document where exceptions to the calculations per acceptable engineering standards and :handbooks. em sized per manufacturer's C103.2 [PR3]1 ;Plans, specifications, andlor � calculations provide all information CiComplies Requirement will be met. TIDoes Not ;with which compliance can be determined for the service water [Not Observable , 1 heating systems and equipment and `❑Not Applicable :document where exceptions to the dard are claimed. Hot water em sized per manufacturer's g guide. C103.2s, [PR4]lations specifications, and/or provide all information Complies Requirement will be met. C1Does Not which compliance can be rmined for the interior lighting nNot Observable electrical systems and equipment Not Applicable document where exceptions to tandard are claimed. Information ided should include interior ing power calculations, wattage of bulbs and ballasts, transformers and control devices. C1032 [PR8]1 Plans, specifications, and/or calculations provide all information OComplies ,Requirement will be met. ElDoes Not with which compliance can be determined for the exterior lighting ❑Not Observable and electrical systems and equipment ;E]Not Applicable 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. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 7-11 # 38084 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Report date: 10/20/16 MEP\ComCheck\Wheatridge,CO.cck Page 5 of 15 1 Footing / Foundation Inspection I Complies? Comments/Assumptions C403.2.4. :Freeze protection and snow/iceC]Complies Requirement will be met. 5 melting system sensors for future Does Not [F09]1 ;connection to controls. `[]Not Observable ;C]Not Applicable Additional Comments/Assumptions: Project Title: Data filename 1 nigh Impact (Tier 1) 2 Medium impact (Tier 2) 3 Low impact (Tier 3) 7-11 # 38084 L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 MEP\ComCheck\Wheatridge,CO.cck Report date: 10/20/16 Page 6 of 15 Section F_______JPlumbing Rough-in Inspection n Co mplies?Comments/Assumptions &Re .ID C404.3 :Temperature controls installed on []Complies Requirement will be met. [PL5 ]3 :service water heating systems (110 F 'E]Does Not :for dwelling units and lavatories in :public 'EJNot Observable restrooms and 90 F for other occupancies.) "EINot Applicable C404.4 :Automatic time switches installed _t_0_[3Complie_s Requirement will be met. [PL3]1 ;automatically switch off the E]Does Not :recirculating hot-water system or heat Observable trace.;E]Not 'ONot Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 7-11 # 38084 Report date; 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 7 of 15 MEP\ComCheck\Wheatridge,CO.cck :tion I # Mechanical Rough -In Inspection Compile,? C.mm,.tsAsumptions ea.ID C403j2 rME5 1�3 HVAC equipment efficiency verified, :OComplies See the Mechanical Systems list for values. []Does Not UNot Observable E]Not Observable lC403.2.7 [ME1012 Ducts and plenums sealed based on static pressure and location. TDComplies Requirement will be met. ElDoes Not �E]Not Applicable C403.2.5. I Demand control ventilation provided I Complies Requirement will be met. C403,23. 1.3 for spaces >500 sq.ft. and >25 ,nDoes Not [ME11]3 [ME59]1 people/1000 sq.ft. occupant density ,FlNot Applicable and served by systems with air side EINot Observable LJComplies Requirement will be met. ElDoes Not I economizer, auto modulating outside �DNot Applicable [ME62]1 F :ventilation controls, high -limit shut-off,_]Not Observable air damper control, or design airflow integrated economizer control, and E]Not Applicable -3,D00 cfm. C403-2.7 [ME6012 HVAC ducts and plenums insulated. Where ducts or plenums are installed Elcomplies E]Does Not Requirement will be met. ,in or under a slab, verification may need to occur during Foundation E]Not Observable Inspection. E]Not Applicable C403.2.8. "Piping Insulation exposed to weather ElComplies Requirement will be met. is protected from damage (due to sun, 'FIDoes Not [ME7]3 moisture, wind, etc.). E]Not Observable �E]Not Applicable C403.2.8 [ME41]1 Thermally ineffective panel surfaces offlComplies Requirement will be met. :sensible heating panels have E]Does Not ,insulation >= R-3.5. UNot Observable thot Applicable lC403.2.7 [ME1012 Ducts and plenums sealed based on static pressure and location. TDComplies Requirement will be met. ElDoes Not :DNot Observable: ,ONot Applicable C403,23. 1.3 Ductwork operating >3 in. water column requires air leakage testing, E]COmPlies 'Requirement will be met. ElDoes Not [ME11]3 ;E]Not Observable ,FlNot Applicable C403.3.1, C403.3.1, Air economizers provided where required, meet the requirements for LJComplies Requirement will be met. ElDoes Not I design capacity, control signal, [ME62]1 F :ventilation controls, high -limit shut-off,_]Not Observable integrated economizer control, and E]Not Applicable provide a means to relieve excess outside air during operation. C408.2.2. 'Air outlets and zone terminal devices :E]Complies Requirement will be met. I' have means for air balancing. [ME53]3 []Does Not E]Not Observable EINot Applicable C403.4.2 ;VAV fan motors >=7.5 hp to be driven im .❑Complies Exception. Requirement does not apply. [ME66]2 :by variable speed drive, have a vane- :E]Does Not �axial fan with variable pitch blades, or ' have controls to limit fan motor hNot Observable demand. :,ONot Applicable C403.4.2 : VAV fan motors —7.5 hp to be driven BComplies Exception., Requirement does not apply, [ME6612 by variable speed drive, have a vane- :f_l :axial fan with variable pitch blades, or ' : have controls to limit fan motor :[]Not Observable,: :demand, :[]Not Applicable :1 C403.2.6 Exhaust air energy recovery on Elcomplies [ME57]1 :systems meeting Table C403.2.6 1EIDoes Not ONot Observable: ,___JE1Not Applicable I 'I High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 7-11 # 38084 Report date: 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 8 of 15 MEP\ComCheck\Wheatridge,CO.cck #Mechanical Rough -in Inspection & Req. IDI C403.2.11 Unenclosed spaces that are -heated [ME7111 use only radiant heat. Additional Comments/Assumptions: Complies? Comments/Assumptions :LJUomplies :Requirement will be met, E3Does Not :DNot Observable ,E]Not Applicable I High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 7-11 # 38084 Report date: 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 9 of 15 MEP\ComCheck\Wheatridge,CO.cck Section `— # Rough -In Electrical Inspection Complies? lies? & Req.iD C405.2.2. Automatic controls to shut off all ;❑Complies Requirement will be met. 1 :building lighting installed in all ;❑Does Not [EL22]2 ; buildings. ❑Not Observable j❑Nat Applicable C405.2.1. Independent lighting controls installed ❑Complies Requirement will be met. 1 per approved lighting plans and all ❑Does Not [EL23]2 manual controls readily accessible and ❑Not Observable, visible to occupants. "[:]Not Applicable C405.2.1. Lighting controls installed to uniformly ;❑Complies Requirement will be met. 2 reduce the lighting load by at least ❑Does Not [EL15]1 50%. ❑Not Observable ❑Not Applicable C405.2.2, Daylight zones provided with ❑Complies Requirement will be met, 3 individual controls that control the ❑Does Not [EL16]2 lights independent of general area lighting. ❑Not Observable ❑Not Applicable C405.2.3 Sleeping units have at least one ❑Complies Requirement will be met. [EL17]3 master switch at the main entry door ❑Does Not that controls wired luminaires and switched receptacles. :❑Not Observable ❑Not Applicable C405.2.2 Occupancy sensors installed in ❑Complies Requirement will be met. 2 required spaces. ❑Does Not [EL18]1 ❑Not Observable ❑Not Applicable C405.2.2. Primary sidelighted areas are '❑Complies Requirement will be met. 3 equipped with required lighting !❑Does Not [EL20]1 controls. ❑Not Observable ❑Not Applicable C405.2,2. Enclosed spaces with daylight area ❑Complies Requirement will be met. 3 under skylights and rooftop monitors ❑Does Not [EL21]1 are equipped with required lighting [_-]Notcontrols. Not Observable: ❑Not Applicable C405.2.4 ;Automatic lighting controls for exterior, ❑Complies Requirement will be met. [EL25]2 lighting installed. '❑does Not []Not Observable ❑Not Applicable C405.2.3 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 C405.3 _ :Fluorescent luminaires with odd ❑Complies Requirement will be met, [EL19]3 numbered lamp configurations that ❑Does Not are within 10 feet center to center (if ;❑Not Observable recess mounted) or are within 1 foot edge to edge (if pendant or surface `❑Not Applicable :mounted) shall be tandem wired. C405.4 Exit signs do not exceed 5 watts per ;,❑Complies :Requirement will be met. [EI -611 face. :❑Does Not ❑Not Observable :❑Not Applicable 1 High Impact trier 1) 2Medium impact (Tier 2) 3�Low Impact (Tier 3) Project Title: 7-11 # 38084 Report date: 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 10 of 15 MEP\ComCheck\Wheatridge,CO.cck I Rough -in Electrical Inspection Corr1r11llJ:!1s7 11 Comments/Assumptions L& Recf.1113 C405.6 Exterior grounds fighting over 100 W :DComplies Requirement will be met. IEL2411 'provides >60 lm/W unless on motion :E]Does Not sensor or fixture is exempt from scope :of code or from external LPD. tlNot Observable, t3Not Applicable C405.2.3 Additional interior lighting power 'E]Complies Requirement will be met. I [EL811 :allowed for special functions per the E]Does Not :approved lighting plans and is :automatically controlled and :®Not Observable !separated from general lighting. ;®Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 7-11 # 38084 Report date: 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 11 of 15 MEP\ComCheck\Wheatridge,CO.cck Section # Final inspection Complies? Comments/Assumptions & Req.it) 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 Requirement will be met, 2 4deadband. j❑Does Not [FI38]3 ;❑Not Observable ❑Not Applicable i C403,2.4. ,Temperature controls have setpoint :❑Complies Requirement will be met. 2 overlap restrictions. =❑Does Not [FI20]3 i❑Not Observable' °❑Not Applicable C403.2.4. :Each zone equipped with setback ;❑Complies Requirement will be met. 3 controls using automatic time clock or ❑Does Not [F139]3 ;programmable control system. s❑Not Observable :❑Not Applicable C403.2.4e ,Automatic Controls: Setback to 55°F ;❑Complies Requirement will be met. 3 :(heat) and 85°F (cool); 7-day clock, 2- E❑Does Not [FI40]3 ;hour occupant override, 10-hour I❑Not Observable ibackup j❑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 j acceptance. I {❑Not Observable'. ❑Not Applicable C303.3, 'Furnished O&M manuals for HVAC UComplies Requirement will be met. C408.2.5. 'systems within 90 days of system ;❑Does Not 3 [F18]3 ;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 (FI43]1 systems. ;❑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 [FI1011 calibration and adjustment of controls. ;[]Not Observable ❑Not Applicable C404.3 — Public lavatory faucet water ;❑Complies Requirement will be met. [FI11]3 temperature <=110°F. ❑Does Not ❑Not Observable =❑Not Applicable C404.5 All piping in circulating system ;❑Complies Requirement will be met. [F125]2 'insulated ;❑does Not ;❑Not Observable j❑Not Applicable j C404.6 'Controls are installed that limit the '❑Complies ;Requirement will be met. [FI12]3 operation of a recirculation pump ❑Does Not installed to maintain temperature of a ; i ❑Not Observable ; :storage tank. ❑Not Applicable j 1 High Impact (Tier 1} 2 Medium Impact (Tier 2) 3 Low impact {Tier 3} Project Title: 7-11 # 38084 Report date: 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 12 of 15 MEP\ComCheck\W heatridge,CO.cck Section #Final Inspection Complies? Comments/Assumptions & Req. IDI 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 0408,2.5. !Furnished as-built drawings for `❑Complies Requirement will be met. 1 :electric power systems within 30 days ❑Does Not [FI1613 sof system acceptance. ❑Not Observable: ❑Not Applicable 0303.3, Furnished O&M instructions for F❑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 C405.5.2 'Interior installed lamp and fixture ❑Complies See the interior Lighting fixture schedule for values. [FI1811 lighting power is consistent with what ❑Does Not is shown on the approved lighting `❑Not Observable `plans, demonstrating proposed watts ❑Not Applicable ,are less than or equal to allowed watts. C405.6.2 _ Exterior lighting power is consistent '❑Complies See the Interior Lighting fixture schedule for values. [FI1911 :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. C408.21 ;Commissioning plan developed by ❑Complies Requirement will be met. [FI2811 registered design professional or E❑Does Not approved agency. j❑Not Observable ❑Not Applicable C408.2A :Preliminary commissioning report ;❑Complies ;Requirement will be met. [F12911 :completed and certified by registered ❑Does Not ;design professional or approved l❑Not Observable ;agency. ❑Not Applicable C408.2.5. iFinal commissioning report due to j❑Complies ;Requirement will be met. 4 'building owner within 90 days of T lDoes Not [F13011 receipt of certificate of occupancy. 1❑Not Observable ; ❑Not Applicable C408,2.3. 'HVAC equipment has been tested to 'Complies 'Requirement will be met. 1 ensure proper operation. ❑ Does Not [F131]1 ❑Not Observable ❑Not Applicable C408.2.3. Economizers have been tested to '❑Complies Requirement will be met. 3 ensure proper operation. ;❑Does Not [F132]1 ❑Not Observable ❑Not Applicable C408.3 Lighting systems have been tested to ;❑Complies Requirement will be met. [F13311 ensure proper calibration, adjustment, :❑Does Not ,programming, and operation. ;❑Not Observable ❑Not Applicable C408.3 Lighting systems have been tested to ;❑Complies Requirement will be met. [F14811 ensure proper calibration, adjustment, []Does Not programming, and operation. ❑Not Observable ❑Not Applicable E' High Impact (Tier 1} 2 Medium Impact (Tier 2} �3 Low Impact (Tier 3) Project Title: 7-11 # 38084 Report date: 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 13 of 15 MEP\ComCheck\W heatridge,CO.cck Ia SIVI 11 no Additional Comments/Assumptions: Comments/Assumptions :UComplies Requirement will be met, !nDoes Not :[]Not Observable' t1Not Applicable , F-1- 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low �Impact Impact 3) Project Title: 7-11 # 38084 Report date: 10120/16 Data filename: LACadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 14 of 15 MEP\ComCheck\Wheatridge,CO.cck Project Title: 7-11 # 38084 Report date: 10(20(16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 15 of 15 MEP\ComCheck\W heatridge,CO.cck COMcheck Software Version t • .Certificate PLighti• Project Information Energy Code: 2012 IECC Project Title: 7-11 # 38084 Project Type: Alteration Construction Site: Owner/Agent: 3790 WADSWORTH BLVD TX JEFFERSON COUNTY WHEAT RIDGE, CO 80033 Allowed Interior Lighting Power A Area Category Designer/Contractor: Kevin Sancibrian The Dimension Group 10755 Sandhill Road Dallas, TX 75238 214-343-9400 kevins@dimensiongrp.com B C D Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1 -RETAIL (Retail:Sales area) 2845 1.60 4552 Total Allowed Watts = 4552 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp I Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. RETAIL (_Retail 2845 sa.ft.l LED 1: A2,A2E: 2'X2' RECESSED TROFFER LED: LED Panel 36W: 1 41 34 1394 LED 2: C: SURFACE STRIP FIXTURE: Other: 1 2 42 84 LED 3: DS4E: 4' LINEAR LED SURFACE: LED Panel 40W: 1 3 40 120 LED 4: H: 4' LINEAR VAPOR -TIGHT: LED Panel 36W: 2 3 32 96 LED 5: COOLER LIGHT: LED PAR 13W: 1 12 13 156 Total Proposed Watts = 1850 Project Title: 7-11 # 38084 Report date: 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 1 of 15 MEP\ComCheck\Wheatridge,CO.cck Project Information Energy Code: Project Title: Project Type: Exterior Lighting Zone Construction Site: 3790 WADSWORTH BLVD JEFFERSON COUNTY WHEAT RIDGE, CO 80033 Allowed Exterior Lighting Power A Area/Surface Category 2012 IECC 7-11 # 38084 Alteration 2 (Residential mixed use area) Owner/Agent: Designer/Contractor: TX Kevin Sancibrian The Dimension Group 10755 Sandhill Road Dallas, TX 75238 214-343-9400 kevins@dimensiongrp.com B C D E Quantity Allowed Tradable Allowed Watts Watts/ Unit Wattage (B X C) Fueling Canopy (Free standing/attached sales canopy) 3285 ft2 0.6 Yes 1971 Building Facade (Illuminated area of facade wall or surface) 2950 ft2 0.1 No 295 Parking (Parking area) 29799 ft2 0.06 Yes 1788 Total Tradable Watts (a) = 3759 18 Total Allowed Watts = 4054 Buildina Facade i Illuminated area of icade wall or surfNg 295Q ft2): Non-tradabl Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. LED 2: G2: WALL LIGHT: Other: (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 B Lamps/ Fixture C # of Fixtures D Fixture Watt. E (C X D) Tradable Wattage LED 1: ECBBC: FUEL CANOPY LIGHT: LED Roadway -Parking Unit 110W: 1 18 64 1152 Buildina Facade i Illuminated area of icade wall or surfNg 295Q ft2): Non-tradabl LED 2: G2: WALL LIGHT: Other: 1 8 29 232 LED 3: J2: 2' LINEAR LED STRIP LIGHT: LED MR 10W: 1 2 9 18 LED 4: J8: 8' LINEAR LED STRIP LIGHT: LED Panel 36W: 1 10 36 360 LED 5: N: WALL LIGHT: LED MR 8W: 1 2 8 16 Parkino ( Parking area 29799 ft2) Tradable Wattagg LED 6: D1G3D1: POLE LIGHT: Other: 2 1 514 514 LED 7: SG3D1 18: POLE LIGHT: Other: 1 5 257 1285 Total Tradable Proposed Watts = 2951 Project Title: 7-11 # 38084 Report date: 10/20/16 Data filename: L•\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 2 of 15 MEP\ComCheck\W heatridge,CO.cck ZMMM22MM3�a ®a a Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting alteration project 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 4.0.2.9 and to comply with the mandatory requirements listed in the Inspection Checklist. i Project Title: 7-11 # 38084 Report date: 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 3 of 15 MEP\ComCheck\Wheatridge,CO.cck COMcheck Software• 4.0.2.9 Mechanical Compliance r te Project Information Energy Code: 2012 IECC Project Title: 7-11 # 38084 Location: Wheat Ridge, Colorado Climate Zone: 5b Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: 3790 WADSWORTH BLVD TX Kevin Sancibrian JEFFERSON COUNTY The Dimension Group WHEAT RIDGE, CO 80033 10755 Sandhill Road Dallas, TX 75238 214-343-9400 kevins@dimensiongrp.com Mechanical Systems List Quantity System Type & Description 1 HVAC System 1 (Single Zone): Heating: 1 each - Central Furnace, Electric, Capacity = 82 kBtuth No minimum efficiency requirement applies Cooling: 1 each - Single Package DX Unit, Capacity = 51 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 15.60 SEER, Required Efficiency = 13.00 SEER Fan System: None Water Heater 1: Electric Storage Water Heater, Capacity: 47 gallons w! Circulation Pump Proposed Efficiency: 0.95 EF, Required Efficiency: 0.87 EF Mechanical Compliance Statement Compliance Statement: The proposed mechanical alteration project 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 2012 IECC requirements in COMcheck Version 4.0.2.9 and to comply with the mandatory requirements listed in the Inspection Checklist. me - Project Title: 7-11 # 38084 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 MEP\ComCheck\W heatridge,CO.cck /1 -7) �t Date Report date: 10/20/16 Page 4 of 15 COMcheck Software Version 4.0.2.9 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 # Plan Review Complies? Comments/Assumptions & Req.ID C103.2 :Plans, specifications, and/or ;❑Complies Requirement will be met. [PR211 calculations provide all information :❑Does Not with which compliance can be determined for the mechanical ❑Not Observable :systems and equipment and ',❑Not Applicable `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. [PR311 calculations provide all information I❑Does Not ;with which compliance can be []Not Observable ;determined for the service water heating systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed. Hot water system sized per manufacturer's ;sizing guide. C103.2 Plans, specifications, and/or :❑Complies Requirement will be met. [PR411 calculations provide all information ;❑Does Not with which compliance can be ❑Not Observable =determined for the interior lighting :and electrical systems and equipment ❑Not Applicable and 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. C103.2Plans, specifications, and/or ❑Complies Requirement will be met. [PR811 Icalculations provide all information ❑Does Not with which compliance can be determined for the exterior lighting ❑Not Observable and electrical systems and equipment ❑Not Applicable 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. Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 Medium Impact (Tier 2) 13 Low Impact (Tier 3) Project Title: 7-11 # 38084 Report date: 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 5 of 15 MEP\ComCheck\Wheatridge,CO.cck # I Footing / Foundation Inspection P Complies? Comments/Assumptions C403.2.4. ;Freeze protection and snow/ice IJComplies Requirement will be met. 5 ; melting system sensors for future ;QDoes Not [FO9]3 ;connection to controls. ;QNot Observable QNot Applicable Additional Comments/Assumptions: (1 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) 1 Project Title: 7-11 # 38084 Report date: 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 6 of 15 MEP\ComCheck\Wheatridge.CO.cck Section _� # Plumbing Rough -In Inspection Complies? Comments/Assumptions & Re .ID C404.3 ;Temperature controls installed on ❑Complies Requirement will be met. [PL5]3 service water heating systems (110 F ❑Does Not ;for dwelling units and lavatories in Not Observable public restrooms and 90 F for other °E]Not Applicable occupancies.) ---------------- C404.4 'Automatic time switches installed to ❑Complies Requirement will be met. [PL3]1 „automatically switch off the ❑Does Not ;recirculating hot-water system or heat Not Observable ;trate. ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 Medium Impact {Tier 2) 3 Law Impact {Tier 3} Project Title: 7-11 # 38084 Report date: 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge C0\06 Page 7 of 15 MEP\ComCheck\Wheatridge,CO.cck ]I�Section Mechanical Rough -in Inspection Camplfes2 Comments/Assumptians D C403.2.3 ' HVAC equipment efficiency verified. ❑Complies See the Mechanical Systems list for values. [ME55]2 ❑Does Not ❑Not Observable ❑Not Applicable C403.2.5. Demand control ventilation provided I❑Complies Requirement will be met. 1 for spaces >500 sq.ft. and >25 ❑Does Not [ME59]1 people11000 sq.ft. occupant density I❑Not Observable and served by systems with air side ❑Not Applicable economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. C403.2.7 ; 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 ❑Nat Applicable Inspection. C403.2.8. l Piping Insulation exposed to weather❑Complies Requirement will be met. 1 is protected from damage (due to sun, ❑Does Not [ME7]3 moisture, wind, etc.). i❑Not Observable ❑Not Applicable C403.2.8 ;Thermally ineffective panel surfaces of!❑Complies Requirement will be met. [ME41]3 :sensible heating panels have `❑Does Not insulation >= R-3.5. ❑Not Observable ❑Not Applicable C403.2.7 Ducts and plenums sealed based on ;❑Complies ; Requirement will be met. [ME10]2 static pressure and location. i❑Does Not ❑Not Observable: ❑Not Applicable C403.2.7. ''Ductwork operating >3 in. water ;❑Complies ;Requirement will be met. 1.3 column requires air leakage testing. ,❑Does Not [ME11]3 ;❑Not Observable: ❑Not Applicable C403.3.1, Air economizers provided where ❑Complies Requirement will be met. C403.3.1. required, meet the requirements for ❑Does Not 1 design capacity, control signal, ❑Not Observable [ME62]1 ventilation controls, high -limit shut-off, ❑Not Applicable integrated economizer control, and provide a means to relieve excess outside air during operation. 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 0403.4.2 : VAV fan motors >=7.5 hp to be driven ;❑Complies Exception: Requirement does not apply. [ME66]2 by variable speed drive, have a vane- :❑Does Not axial fan with variable pitch blades, or f❑Not Observable have controls to limit fan motor ;❑Not Applicable demand. C403.4.2 ; VAV fan motors >=7.5 hp to be driven I❑Complies :Exception., Requirement does not apply. [ME66]2 by variable speed drive, have a vane- ;❑Does Not axial fan with variable pitch blades, or ,❑Not Observable have controls to limit fan motor ;❑Not Applicable demand. C403.2.6 Exhaust air energy recovery on ;❑Complies [ME57]1 systems meeting Table C403.2.6 ❑Does Not '❑Not Observable ❑Nat Applicable 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 7-11 # 38084 Report date: 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 8 of 15 MEP\ComCheck\W heatridge,CO.cck #Mechanical Rough -in Inspection Complies? Comments/Assumptions & Req. ID I I C403.2.11'Unenclosed spaces that are heated EComplies ;Requirement will be met. [ME71]2 use only radiant heat. ,nDoes Not (]Not Observable E]Not Applicable Additional Comments/Assumptions: 1 Nigh impact (Tier 1) 2 Medium Impact {Tier 2} 3 Low Impact (Tier 3) Project Title: 7-11 # 38084 Report date: 10120(16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 9 of 15 MEP\ComCheck\Wheatridge,CO.cck Section # FP-,,gh-1, Electrical InspectionComplies? T T Comments/Assumptions Req.11), C405.2.2. :Automatic controls to shut off all ElComplies Requirement will be met. 1 ;building lighting installed in all :E]Does Not [EL22]2 buildings. flNot Observable :E]Not Applicable C405.2.1. 'Independent lighting controls installed :E]Complies Requirement will be met. 1 per approved lighting plans and all TIDoes Not [EL23]2 manual controls readily accessible and E]Not Observable (visible to occupants. E]Not Applicable C405.2.1. :Lighting controls installed to uniformly DComplies :Requirement will be met. 2 reduce the lighting load by at least E]Does Not [EL1511 50%. [-]Not Observable �E]Not Applicable C405.2.2. Daylight zones provided with ElComplies Requirement will be met. 3 individual controls that control the E]Does Not [EL16]2 lights independent of general area MNot Observable lighting. Applicable C405.2.3 Sleeping units have at least one OComplies Requirement will be met. CEL1713 master switch at the main entry door ElDoes Not :that controls wired luminaires and F�Not Observable switched receptacles. 'E]Not Applicable C405.2.2, Occupancy sensors installed in 'Elcomplies Requirement will be met. 2 required spaces. E]Does Not [EL1811 E]Not Observable E]Not Applicable C405.2.2. Primary sidelighted areas are ElComplies Requirement will be met. 3 equipped with required lighting ElDoes Not [EL20]1 controls. FINot Observable E]Not Applicable C405.2Z Enclosed spaces with daylight area ElComplies Requirement will be met. 3 under skylights and rooftop monitors ',E]Does Not [EL21]1 are equipped with required lighting FlNot Observable controls. E]Not Applicable C405.2.4;Automatic lighting controls for exterior Ekornplies Requirement will be met. [EL25]2 'lighting installed. 'nDoes Not nNot Observable 'E]Not Applicable C405.2.3 Separate lighting control devices for ElComplies Requirement will be met. [EL411 specific uses installed per approved nDoes Not lighting plans, ,[-]Not Observable E3Not Applicable C405.3 Fluorescent luminaires with odd UComplies Requirement will be met. [EL1913 numbered lamp configurations that '[]Does Not :are within 10 feet center to center (if FlNot Observable ,recess mounted) or are within 1 foot ENot Applicable :edge to edge (if pendant or surface ;mounted) shall be tandem wired. C405.4 Exit signs do not exceed 5 watts per ElComplies Requirement will be met. EEL611 face. 'E]Does Not nNot Observable: :[]Not Applicable 1 High Impaot (Tier I) Z Medium Impact (Tier 2) 3 Low Impact (Tier i) --i Project Title: 7-11 # 38084 Report date: 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 10 of 15 MEP\ComCheck\Wheatridge,CO.cck Sectiojn Rough -In Electrical lnsp�ectii�on Complies? Comments/Assumptions & Req.ID C405.6 'Exterior grounds lighting over 100 W :E]Complies Requirement will be met. [EL2411 ,provides >60 lm/W unless on motion :[]Does Not :sensor or fixture is exempt from scope p :E]Not Observable' :of code or from external LPD. :[JNot Applicable C405.2.3 Additional interior lighting power ❑Complies Requirement will be met. [EL811 allowed for special functions per the ElDoes Not approved lighting plans and is FlNot Observable automatically controlled and :separated from general lighting.;®Nat Applicable Additional Comments/Assumptions: 1 High impact (Tier 1} � 2 Medium impact (Tier 2) 3 Low Impact {Tier 3) Project Title: 7-11 # 38084 Report date; 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 11 of 15 MEP\ComCheck\Wheatridge,CO.cck Section # Final Inspection Complies? Comments/Assumptions & Re .ID C403.2.4. :Heating and cooling to each zone is ❑Complies ;Requirement will be met. 1 =controlled by a thermostat control. ❑Does Not [F147]3 :Minimum one humidity control device I❑Not Observable' ,per installed humidification/dehumidification❑Not Applicable system. C403.2.4. (Thermostatic controls have a 5 °F ;❑Complies ;Requirement will be met. 2 deadband. ;❑Does Not [FI38]3 %❑Not Observable ❑Not Applicable C403.2.4. (Temperature controls have setpoint ❑Complies Requirement will be met. 2 =overlap restrictions. ❑Does Not [F120]3 ❑Not Observable ❑Not Applicable C403.2.4. ;Each Zone equipped with setback '❑Complies :Requirement will be met. 3 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. 3 (heat) and 85°F (cool); 7-day clock, 2- UDoes Not [F140]3 !hour occupant override, 10-hour ❑Not Observable ;backup ❑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 . C303.3, Furnished O&M manuals for HVAC ❑Complies Requirement will be met. C408.2.5. !systems within 90 days of system I❑Does Not 3 [F18]3 acceptance. ❑ Not Observable ❑Nat Applicable C408.2.5. An air and/or hydronic system '❑Complies Requirement will be met. 3 balancing report is provided for HVAC❑Does Not [F14311 systems. I ❑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 [91011 calibration and adjustment of controls..,❑Not Observable ❑Not Applicable C404.3 ; Public lavatory faucet water ;❑Complies Requirement will be met. [FI11]3 ;temperature <=110°F. ❑Does Not j❑Not Observable ❑Not Applicable C404.5 :All piping in circulating system ;❑Complies ;Requirement will be met. [FI25]2 'insulated ;❑Does Not ❑Not Observable j❑Not Applicable C404.6 Controls are installed that limit the I❑Complies ;Requirement will be met. [FI1213 operation of a recirculation pump !❑Does Not installed to maintain temperature of a ❑Not Observable storage tank. ❑Not Applicable j High Impact (Tier 1} 2 Medium ImpacC (Tier 2} 3 Low Impact (Tier 3) Project Title: 7-11 # 38084 Report date: 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge C0\06 Page 12 of 15 MEP\ComCheck\W heatridge,CO.cck =Section Final inspection Complies? Comments/Assumptions C403,2,2 ;HVAC systems and equipment C1Complies Requirement will be met. [F12713 :capacity does not exceed calculated °❑Does Not ;loads. ❑Not Observable ❑Not Applicable C408,2,5. :Furnished as-built drawings for ❑Complies Requirement will be met. 1 electric power systems within 30 days a❑Does Not [Fl16]3 of system acceptance. :[:]Not Observable ❑Not Applicable C303.3, :Furnished O&M instructions for 1❑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 C405.5.2 'Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [F11811 1ighting power is consistent with what ❑Does Not is shown on the approved lighting ❑Not Observable plans, demonstrating proposed watts ❑Not Applicable are less than or equal to allowed watts. 0405.6.2 Exterior lighting power is consistent ,❑Complies See the Interior Lighting fixture schedule for values. [FI1911 '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. C408.2.1 'Commissioning plan developed by —❑Complies Requirement will be met. [FI2811 registered design professional or F❑Does Not approved agency.❑Not Observable Applicable C408.2.4 —:F-]Not ;Preliminary commissioning report ;❑Complies Requirement will be met. [FI2911 completed and certified by registered :❑Does Not :design professional or approved Fl Not Observable ;agency. :❑Not Applicable C408.2.5. !Final commissioning report due to j❑Complies ;Requirement will be met. 4 building owner within 90 days of UDoes Not [F130]1 receipt of certificate of occupancy. ❑Not Observable j❑Not Applicable C408.2.3. 'HVAC equipment has been tested to ;❑Complies Requirement will be met. 1 ensure proper operation. F❑Does Not [F13111 ;❑Not Observable ,❑Not Applicable C408.2.3. Economizers have been tested to _ '❑Complies Requirement will be met. 3 ensure proper operation. :❑Does Not [F13211 ❑Not Observable ❑Not Applicable C408.3 Lighting systems have been tested to ;❑Complies Requirement will be met. [FI3311 ensure proper calibration, adjustment, :❑Does Not programming, and operation. ❑Not Observable ❑Not Applicable C408.3 Lighting systems have been tested to ',❑Complies Requirement will be met. [F14811 ensure proper calibration, adjustment, []Does Not programming, and operation. ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impack (Tier 2} 3 Low Impact (Tier 3) Project Title: 7-11 # 38084 Report date: 10120/16 Data filename: LACadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 13 of 15 MEP\ComCheck\W heatrid ge,CO.cck # I Final Inspection Complies? Comments/Assumptions & Reci ID 0406 Efficient HVAC performance, efficient tlComplies Requirement will be met. [F13411 lighting system, or on-site supply of :[:]Does Not renewable energy consistent with what is shown the approved plans. inNot Observable tlNot Applicable Additional Comments/Assumptions: FT[High -Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 7-11 # 38084 Report date; 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge COM Page 14 of 15 MEP\ComCheck\Wheatridge,CO-cck Project Title: 7-11 # 38084 Report date: 10/20/16 Data filename: L:\Cadence\C6-050 #38084 - 38th Wadsworth Wheatridge CO\06 Page 15 of 15 MEP\ComCheck\W heatridge,CO.cck 066 4-1111" 3113 St Louis Ave, Fort Worth TX 76110 (817) 924-6173 -�7 Job Number: 26-3255RO oate: ' Prepared for: 7 -Eleven Inc. - Cypress Waters 3200 Hackberry Road Irving, TX 75063 (972) 828-7725 , : 7 -Eleven #38084 3790 Wadsworth Boulevard Wheat Ridge, CO 80033 The canopy is classified as cantilevered column system detail toconform to the requirements nfSteel Ordinary Column System asper ASCE 7-zVTable z2.2-tand has been designed using Equivalent Lateral U Force Procedure u,per Section zz.o � Engineer ufRecord: Prepared by: Rammapa oVz2/uoza a IBuilding Code: 2012 International Building Code 16-3255nO ASCE 7-10 / AISC Manual -14th Edition Canopy Size: Width Length 36 « yo'^u''^, cunopy8QpT Clearance: 14.5 '/ 3O9OSqft Fascia Hgt: 36 " �#ofColumns: 6 #ufColumn Rows: ^u~ Roof Design Loads: Dead Load: zu]psf Snow Loads: 3000 psi Roof Live Load: 20.00 psf(MAX reduced per Code) Ground Pg: 35.71 psf Colateral Load: 0.00 psf Roof Pf: 30.00 psf 46 kd Round: Maximum Deflection: I / 180 Simple Spm Fy= 50 ksi // 90 Cantilever Add Drift WIND FORCES: Velosity Pressure (Section l7Il'Table 2G.9 -z) Wind Speed: 105 mph (3'SecGust) Exposure: ndpmfi|exr a: 258sqft Risk Category: x per Section 26�.z 0.85 o= 16.00 ft Open Building w/monns|operoof (Section xh~I.Oz(h/Zg)^l/o 0.86 Table 26.9-1 Z7.43)w/fascia panels asParapets (Section Kd= 0.85 Table 26.6-1 37.4.5) �qh= 20.64 psf MWFRS ASCE 7-10 (Section 27. For Parapet Panels: qp= MWRFS Uplift Wind: MWRFS Downward Wind: Seismic Data: Cantilevered Column For Fascia Panel asparapets: pp=qpG[pn: 21.0psf --------'3O.97pdWindward '19.30 csf e0.64 psf Leeward 21.06 osf R= 1.25 ` Sl: 0.060 Site Class o�x�f�t��,� 6m1:0.096 SD[: a Cs: [i18 Column Size: SQR nSS10x10X3/16 Header Beam Size: vv14x30 puninBeam Size: vv14x22 Baseplate Size: PL 1J0^ xD.DO xIzDU Anchor Bolt Size: 1.50 " Dia x 36.00 Material Properties: Concrete: f.c= 3000 psi bars:Reinforcing fy= 60000 psi Steel:Structural py= SO kg Square: py= 46 kd Round: Fy= 42 ksi Steel Plates: Fy= 50 ksi Soil Properties: Drilled Pier Allowable Bearing Pressure: 2000 psf Lateral Pressure: 100 psf/ft of depth Geotech Engineer: Project No.: 16-3-165 Dated: 21 -Sep -16 10/12/2016 2 Header Beam Beam Size: W14X30 16-325580 Beam Weight: 30 plf Wtot= 1.29 klf I: 291 in A4 DL= 0.23 Of (Lr or S)= 0.99 Of Wdn= 0.69 Of Calc Width: 33.00 ft Wup= -0.64 Of Ev= 0.01 klf Cantilevered Beam: Lc= 12.00 ft M1= W x Iz = 1.289 x 12 z = 92.84 ft -k 2 2 (Deflection W x 14 = 1.289 x 8E1 8 x 29000 x Beam: M= Wx12 8 Ls= 12.00 ft 1.29 x 8 (Deflection: 5W x 14 = 5 x 1.28947 x 14 384EI 384x29000x 291 Beam Size W14X30 Unbraced Length: Skew Purlin Spacing: Header Spacing: 14 = 0.68 TL <= 1.60 291 0.12 DL W(4L+3a) e = 3.19 TL 12EI 0.58 DL Wtot= 1.29 Of DL= 0.23 klf (Lr or S)= 0.99 klf Wdn= 0.69 klf Wup= -0.64 klf Ev= 0.01 klf 12 z = 23.21 ft -k = 0.07129 TL <= 0.80 0.01296 DL Flange Web MP Mltb Mflb Ma Comp Comp 197.1 179.7 -- 107.8 ft -k OK 7.50 ft 0 degrees 3.00 7.50 7.50 7.50 I 7.5 + 3.00 36.0 12.00 I 12.00 12.00 36.0 10/12/2016 3 Purlin Beam He+Pc He+Ps Beam Size: ' W14X22 0.22 16-325580 Beam Weight: 22 plf Wtot= 0.28 klf I: 199 in^4 DL= 0.04 klf (Lr or S)= 0.22 klf Wdn= 0.16 kif Calc Width: 7.50 FT Wup= -0.14 klf Ev= 0.00 klf Cantilevered Beam: Lc= '10.00 ft M1= W x 12 = 0.28 x 10 2 = 14.21 ft -k 2 2 Mdrift= 2.44 16.66 (Deflection Wx14 = 0.28 x 8EI 8 x 29000 x Simple Beam: M= Wx12 8 Ls= 33.00 ft 0.27 x 8 Deflection: 5W x 14 = 5 x 0.26947 x 14 384EI 384x29000x 199 Beam Size W14X22 Number of spaces: Max. Unbraced Length 14 = 0.11 TL <= 1.33 199 0.02 DL W(4L+3a)a = 0.57 TL 24E1 0.09 DL Wtot= 0.27 klf DL= 0.04 Of (Lr or S)= 0.22 klf Wdn= -0.14 kif Wup= 0.16 klf Ev= 0.00 kIf 33 2 = 36.68 ft -k Mdrift= 0.00 ft -k 36.68 ft -k = 1.24596 LL <= 2.20 0.20575 DL Flange Web Mp Mltb Mflb Ma Comp Comp 138.3 101.9 -- 61.1 ft -k OK i 4 8.25 ft Hs+Ps He+Pc He+Ps Pc+Hs 0.22 0.14 0.33 0.03 OK 10/12/2016 4 ASD Over Strength Factor included - 0.7pQeOm= 0.56 k/col Wv= 1.53 k/col Columns Table B4.1 Column: HSS10X10X3/16 Bending (ft -k) 16-3255RO Column Wt: 24.7 plf Webs Fe (ksi) Fascia Height: 3 ft k= 2.1 Calc width (P) = 18 ft Height: 16.0 ft kl/r= 2.1 x 192 = 100.8 in Calc length (P)= 33 ft Column Width: 0.83 ft 4 89 57 40 Trib Area: 594 ft^2 Calc horiz.l.(M)= 16.5 ft ASD Over Strength Factor included - 0.7pQeOm= 0.56 k/col Wv= 1.53 k/col Lateral Drift: deflection = H x h3 3 x E x I 10/12/2016 1.53 x 16 3 = 1.15 h/60 3 x 29000 x 108 < = 3.2 OK Table B4.1 Compression Bending (ft -k) Typ Shape Flanges Webs Fe (ksi) Qa -cr (ksi Pa (k) Mpx Mflbx Mwlbx Max HSS SQR Slender Comp 28.2 0.87 13.2 89 57 40 -- 40 Check: D+(Lr or S) P= 18.00 x 33.00 x 0.037 = 22.0 k Pa = 89.5 k P/Pa= 22.04 / 89.5 = 0.25 < = 1.00 OK Check: D+.6W P= 18.00 x 33.00 x 0.020 = 11.72 k Pdelta (ft -k) M= 16.5 x 3 x 0.031 x 16 = 24.52 k -ft 1.13 Pa = 89 k Ma= 39.79 ft -k AISC H1.1 0.07 + 0.616 = 0.68 <= 1.00 oK Controls Check: D+0.75(.6W+(Lr orS)) P= 18.00 x 33.00 x 0.039 = 23.21 k M= 24.52 x 0.75 = 18.4 ft -k 1.67 Pa = 89.49 k Ma= 39.79 ft -k AISC H1.1 0.26 + 0.411 = 0.67 < = 1.00 OK Check: D+.7E P= 18.00 x 33.00 x 0.007 = 4.3 k M= 0.56 x 16.00 = 9.03 k -ft 0.15 Pa = 89.5 k Ma= 39.8 ft -k AISC H1.1 0.02 + 0.23 = 0.25 < = 1.00 OK OK Check: D+.75(.7E+(Lr orS)) P= 18.00 x 33.00 x 0.030 = 17.7 k M= 0.42 x 16.00 = 6.77 k -ft 0.47 Pa = 89.5 k Ma= 39.8 ft -k AISC H1.1 0.10 + 0.17 = 0.27 <= 1.00 OK _ _ OK Lateral Drift: deflection = H x h3 3 x E x I 10/12/2016 1.53 x 16 3 = 1.15 h/60 3 x 29000 x 108 < = 3.2 OK Baseplate & Anchor Rods 16-325580 Baseplate Size: 22.00"x 22.00"x 1.50 OK Load Criteria: D+.6W tpreq= 1.31 in P= 11.72 k Vrod= 0.38 k/rad M= 24.52 k -ft N= 22.00 in ecc= 25.10 in B= 22.00 in ecrit= 10.74 Y= 0.93 in T= 9.22 k Trod= 4.61 k tpmin= 0.60 in tpdes= 0.86 in Load Criteria: .6(D+W) Load Criteria: D+(Lr or S) P= -4.35 k P= 22.04 k Trod= 1.09 k 1= 9.50 in tpmin= 0.21 in tpmin= 0.52 in Load Criteria: D+0.75(.6W+(Lr orS)) P= 23.21 k M= 18.39 k -ft ecc= 9.51 in ecrit= 10.48 in Y= 2.98 in T= 43.68 k Trod= 21.84 k tpmin= 1.31 in tpdes= 0.96 in Col d= 10 n 2.50 Col bf = 10 in X 0.027 Fyp= 50 ksi L 0.167 Fup= 75 ksi Trod= 21.84 k/rod Anchor Rod: ACI 318 App D 1.50" Dia x 36.00" ASTM F1554 Gr. 55 Trod= 21.84 k/rod Vrod= 0.38 k/rad dreq= 0.99 in (tensile rupture) Nu= 34.94 k/rod Vu= WO phiNn= 73.33 k/rod OK phiVn= 31.7 k/rod OK Combine 0,48<1.0 Anchor Rod: ACI 318 App D 1.50" Dia x 36.00" ASTM F1554 Gr. 55 Trod= 21.84 k/rod Vrod= 0.38 k/rad dreq= 0.99 in (tensile rupture) Nu= 34.94 k/rod Vu= 0.61 k/rod phiNn= 73.33 k/rod OK phiVn= 31.7 k/rod OK Combine 0,48<1.0 PhiSt= 0.75 PhiSv= 0.65 PhiCt= 0.70 PhiCv= 0.70 Steel: phiNsa= 79.05 k/anchor cal= 31.0 in hef=le= 25.50 in Ase= 1.41 in^2 phiVsa= 32.88 k/anchor cat= 38.3 in Abrg= 3.12 in"2 10/12/2016 6 Tension Side Face Blowout: Does Not Control OK 919nTiffn 3.94 in 20.06 in 11.31 in 24.00 in 8.75 in 10/12/2016 R-8/20/15 Pier Anchors Pier Information Anchor Information Load Information D= 4.00 ft, dia da= 1.50 in Nu= 34.94 kip/anchor f'c= 3.00 ksi Lemb= 25.50 in Vu= 0.61 kip/anchor # bar= 16 Fya= 55 ksi bar size= #7 db= 0.875 in fy= 60 ksi Tension (with anchor reinforcement): Development Length of Hooked Bars (ACI 318) Ldh= 0.02*Psi*fv*db *(0.70) = 13.42 in dv= 3"(clr)+0.5"(tie)+db/2= lambda*(f'C)A.5 rv= rp-dv ra= 8*(2)A.5 y= tan(35)*Dist = 6.13 in rp= D*12/2 Dist= rp-dv-ra Lact= Lemb-2"(clr)-4db-y = 13.87 in Tension Capacity (Lact/Ldh) = 1.00 x 100 percent Spacing of Vertical Bars s= pi(D-2dv)/#bar = 7.88 in c/c of bars arc= CL of reinf within Lemb/2= 25.11 #bars within Lemb/2 = 3.19 use 3.00 bars PhiNn= Phi*Ab*Num*fy*TC(%) 81.18 k/anchor OK, Shear (without anchor reinforcement): Cal= rp-ra = 12.69 in Ca2= (rp-ra)*sin(35)= 7.28 in Avc= (2*Ca2)*(1.5*Cal)/2= 138.47 inA2 Avco= 4.5*Cal = 724.24 inA2 Vb= 7*(Lem b/da)A.2 * (daA. 5)* lambda* (f'CA.S)*CaIA1.5= 37.39 k Psi ed,v= 0.81 Psi h,v= 1.00 Psi c,v= 1.40 due to #4 ties phiVcb= phi*(Avc/Avco)*Psi ed,v*Psi h,v*Psi c,v*Vb= 5.71 k/anchor OK Tension Side Face Blowout: Does Not Control OK 919nTiffn 3.94 in 20.06 in 11.31 in 24.00 in 8.75 in 10/12/2016 R-8/20/15 Foundation led Pier say: 4 ft diam Soil Bearing Pressure = !ck - Gravity Loads: assumed depth= _ .6 ft Lateral Pressure = Soil bearing= 33.5103 k A= 12.5664 sgft Adhesion= Adhesion= 8.4823 k D+0.75(.6W+(Lr orS)) Total allowable load: 41.9926 k > 23.2104 OK ck for uplift: .6Pier Weight= 6.78584 .6Adhesion= 1.69646 k 8.4823 >= -4.3479927 k OK Check- Lateral Loads: diameter b 4 ft depth of embedment d 6 ft column height h 16.0 ft Applied force Mmax/h 1532.79 lbs Lateral pressure S3 750 psf (Drilled Pier Constrained at Top Diameter Bearing Depth 4 ft diam 7.5 ft 16-3255R0 2000 psf 100 psf/ft 150 psf Depth: (Req'd) d= 5.89434 ft OK Qty: Vertical Rebar Rebar Stir -Ups 16 #7 (2) #4 in top 5"; Ties @ 12" O.C. 10/12/2016 7 I Pan Deck: 2 1 Monoslope Lc= 3.0 ft Ls= 7.5 ft 0.057 klf* EWAc= 3.00 ft^2 EWAs= 18.8 ft^2 0.040 kif Zone 3 uplift Gravity Mcant= 2.18 in -k OK Mcant= -3.45 in -k Mpos= -1.19 in -k OK Mpos= 2.80 in -k Mneg= 1.60 in -k OK Mneg= -3.50 in -k Rc= -0.20 k Rc= 0.39 k Rs= -0.17 k Rs= 0.39 k Zone 2 Mpos= -0.74 in -k OK Mpos= Mneg= 1.60 in -k OK Mneg= Rs= -0.17 k Rs= Zone 1 Mpos= -0.74 in -k OK Mpos= Mneg= 1.60 in -k OK Mneg= Rs= -0.10 k Rs= Deck Clip: a= 3.6 ft a"2= 12.96 ftA2 2.80 in -k OK -3.50 in -k OK. 0.39 k _ 2.46 in -k Ox -3.50 in -k OK 0.34 k Clamp Yeild 1200# = 719# Safety Factor 1.67 Applied Force per Deck Clip - 389 Ibf Max. Fy per Deck Clip - 719 Ibf Check - OK Clamp Points: Single Alternate 16-3255RO DL= 0.008 klf* Wdncc= 0.057 klf* Wupcc= -0.075 klf* c ,Ij (Lr orS)= 0.040 kif Wdesup= -0.040 klf Wdesdn= 0.064 klf DL= 0.003 klf Wdncc= 0.042 klf m Wupcc= -0.040 klf c N (Lr orS)= 0.040 Of Wdesup= -0.022 kif Wdesdn= 0.052 klf DL= 0.003 kif Wdncc= 0.028 klf Wupcc= -0.026 kif C: N (Lr orS)= 0.040 kif Wdesup= -0.014 kif Wdesdn= 0.046 klf Mapos= 8.853 in -k Manee= -6.913 in -k Clamp @ 16" O/C Sides 10/12/2016 8 FU Job Number: 16-3255R0 Date : 11 -Oct -2016 Prepared for: 7 -Eleven Inc. - Cypress Waters 3200 Hackberry Road Irving, TX 75063 (972) 828-7725 Project Location: 7 -Eleven #38084 3790 Wadsworth Boulevard Wheat Ridge, CO 80033 The canopy is classified as cantilevered column system detail to conform to the requirements of Steel Ordinary Column System as per ASCE 7-10 Table 12.2-1 and has been designed using Equivalent Lateral Force Procedure as per Section 12.8 Engineer of Record: Prepared by: Ram Thapa 10/12/2016 zrr I ilding Code: 2012 International Building Code 16-3255R0 ASCE 7-10 / AISC Manual -14th Edition Canopy Size: Width Length 36 X 86 Canopy SQFT: Clearance: 14.5 FT 3096 Sqft Fascia Hgt: 36 " # of Columns: 6 # of Column Rows: 2 Roof Design Loads: Dead Load: 7.10 psf Snow Loads: f'c= Roof Live Load: 20.00 psf (MAX reduced per Code) Ground Pg: 35.71 psf Colateral Load: 0.00 psf Roof Pf: 30.00 psf 50 ksi Maximum Deflection: i / 180 Simple Span ksi HSS - Round: I / 90 Cantilever Add Drift WIND FORCES: Velosity Pressure (Section 27.3.2, Table 26.9-1) 50 Wind Speed: 105 mph - (3 -Sec Gust) Exposure: C Wind Profile Area: 258 sgft Risk Category: II G= per Section 26.9.1 0.85 h= 16.00 ft Open Building w/monoslope roof (Section Kh = 2.01(h/zg)^2/(x 0.86 Table 26.9-1 27.4.3) w/ fascia panels as Parapets (Section Kd = 0.85 Table 26.6-1 27.4.5) qh = 20.64 psf MWFRS ASCE 7-10 (Section 27 For Parapet Panels: qp= MWRFS Uplift Wind: MWRFS Downward Wind: Seismic Data: Ss: 0.189 g Sds: 0.202 g Base Shear - V: 3.87 k V=CSW Cantilevered Column For Fascia Panel as parapets: Pp=gpGCpn: 21.0 psf-----------------> 30.97 psf Windward 19.30 psf -20.64 psf Leeward 21.06 psf R= 1.25 S1: 0.060 Site Class = D SD1: 0.096 SDC: B Cs: 0.16 W: 23.99 k (+20% if Snow Load > 30 psf) Column Size: SQR HSS10X10X3/16 Header Beam Size: W14X30 Purlin Beam Size: W14X22 Baseplate Size: PL 1.50" x 22.00 x 22.00 Anchor Bolt Size: 1.50 " Dia x 36.00 Material Properties: Concrete: f'c= 3000 psi Reinforcing bars: fy= 60000 psi Structural Steel: Fy= 50 ksi HSS - Square: Fy= 46 ksi HSS - Round: Fy= 42 ksi Steel Plates: Fy= 50 ksi Soil Properties: Drilled Pier Allowable Bearing Pressure: 2000 psf Lateral Pressure: 100 psf/ft of depth Geotech Engineer: Kumar & Associates Inc. Project No.: 16-3-165 Dated: 21 -Sep -16 10/12/2016 2 Header Beam TL <= 1.60 291 0.12 Beam Size: W14X30 W(4L+3a) z = 3.19 16-3255RO Beam Weight: 30 pif Wtot= 1.29 klf I: 291 in^4 DL= 0.23 Of DL= (Lr or S)= 0.99 kif 0.99 kif Wdn= 0.69 Of Calc Width: 33.00 ft Wup= -0.64 klf 0.01 klf Ev= 0.01 Of Cantilevered Beam: Lc= 12.00 ft M1= W x 12 = 1.289 x 12 2 = 92.84 ft -k 2 2 (Deflection: W x 14 = 1.289 x SEI 8 x 29000 x Simple Beam: M= Wx12 8 Ls= 12.00 ft 1.29 x Deflection: 5W x 14 = 5 x 1.28947 x 14 384EI 384x29000x 291 Beam Size W14X30 Unbraced Length: Skew Purlin Spacing: Header Spacing: 14 = 0.68 TL <= 1.60 291 0.12 DL W(4L+3a) z = 3.19 TL 12EI 0.58 DL Wtot= 1.29 klf DL= 0.23 klf (Lr or S)= 0.99 kif Wdn= 0.69 klf Wup= -0.64 klf Ev= 0.01 klf 12 2 = 23.21 ft -k 0.07129 TL <= 0.80 0.01296 DL Flange Web MP Mltb Mflb Ma Comp Comp 197.1 179.7 - 107.8 ft -k OK 7.50 ft 0 degrees 3.00 7.50 7.50 7.50 7.5 3.00 36.0 12.00 12.00 12.00 36.0 10/12/2016 3 Purlin Beam He+Pc He+Ps Beam Size: W14X22 0.22 16-3255R0 Beam Weight: 22 plf Wtot= 0.28 klf I: 199 in^4 DL= 0.04 klf (Lr or S)= 0.22 Of Wdn= 0.16 klf Calc Width: 7.50 FT Wup= -0.14 klf Ev= 0.00 klf Cantilevered Beam: Lc= 10.00 ft M1= W x Iz = 0.28 x 10 2 = 14.21 ft -k 2 2 Mdrift= 2.44 16.66 Deflection: W x 14 = 0.28 x 14 = 0.11 TL <= 1.33 8EI 8 x 29000 x 199 0.02 DL W(4L+3a)a = 0.57 TL 24E1 0.09 DL Wtot= 0.27 klf DL= 0.04 Of (Lr or S)= 0.22 klf Wdn= -0.14 klf Wup= 0.16 klf Simple Beam: Ls= 33.00 ft Ev= 0.00 kIf M= W x IZ 0.27 x 33 Z = 36.68 ft -k 8 8 Mdrift= 0.00 ft -k 36.68 ft -k (Deflection 5W x 14 = 5 x 0.26947 x 14 384E1 384x29000x 199 Beam Size W 14X22 Number of spaces: Max. Unbraced Length = 1.24596 LL <= 2.20 0.20575 DL Flange Web Mp Mltb Mflb Ma Comp Comp 138.3 101.9 -- 61.1 ft -k OK 4 8.25 ft Hs+Ps He+Pc He+Ps Pc+Hs 0.22 0.14 0.33 0.03 OK 10/12/2016 4 alumn: HSS10X10X3/16 Column Wt: 24.7 plf Fascia Height: 3 ft Height: 16.0 ft Column Width: 0.83 ft Trib Area: 594 ftA2 Kai k= 2.1 Compression kl/r= 2.1 x 192 Webs Fe (ksi) 4 Pa (k) Mpx 16-3255R0 Calc width (P) = 18 ft = 100.8 in Calc length (P)= 33 ft Calc horiz.l.(M)= 16.5 ft ASD Over Strength Factor included - 0.7pQeOm= 0.56 k/col Wv= 1.53 k/col Lateral Drift: deflection= H x h3 3 x E x I 1.53 x 16 3 = 1.15 h/60 3 x 29000 x 108 < = 3.2 OK 10/12/2016 5 Table B4.1 Compression Bending (ft -k) Typ Shape Flanges Webs Fe (ksi) Cla -cr (ksi Pa (k) Mpx Mflbx Mwlbx Max HSS SQR Slender Comp 28.2 0.87 13.2 89 57 40 40 Check: D+(Lr or S) P= 18.00 x 33.00 x 0.037 = 22.0 k Pa = 89.5 k P/Pa= 22.04 J 89.5 = 0.25 < = 1.00 OK Check: D+.6W P= 18.00 x 33.00 x 0.020 = 11.72 k Pdelta (ft -k) M= 16.5 x 3 x 0.031 x 16 = 24.52 k -ft 1.13 Pa = 89 k Ma= 39.79 ft -k AISC H1.1 0.07 + 0.616 = 0.68 <= 1.00 OX Controls Check: D+0.75(.6W+(Lr orS)) P= 18.00 x 33.00 x 0.039 = 23.21 k M= 24.52 x 0.75 = 18.4 ft -k 1.67 Pa = 89.49 k Ma= 39.79 ft -k AISC H1.1 0.26 + 0.411 = 0.67 < = 1.00 OK Check: D+.7E P= 18.00 x 33.00 x 0.007 = 4.3 k M= 0.56 x 16.00 = 9.03 k -ft 0.15 Pa = 89.5 k Ma= 39.8 ft -k AISC H1.1 0.02 + 0.23 = 0.25 <= 1.00 O OK Check: D+.75(.7E+(Lr orS)) P= 18.00 x 33.00 x 0.030 = 17.7 k M= 0.42 x 16.00 = 6.77 k -ft 0.47 Pa = 89.5 k Ma= 39.8 ft -k AISC H1.1 0.10 + 0.17 = 0.27 <= 1.00 OK OK Lateral Drift: deflection= H x h3 3 x E x I 1.53 x 16 3 = 1.15 h/60 3 x 29000 x 108 < = 3.2 OK 10/12/2016 5 for Rod: ACI 318 App D 1.50" Dia x 36.00" Baseplate & Anchor Rods A F1554 Gr. 55 Trod= 21.84 k/rod 16-3255R0 Baseplate Size: 22.00"x 22.00"x 1.50 OK Vu= 0.61 k/rod phiNn= Load Criteria: D+.6W tpreq= 1.31 in PhiSt= 0.75 PhiSv= 0.65 PhiCt= P= 11.72 k phiNsa= 79.05 k/anchor cal= 31.0 in hef=le= 25.50 in Ase= 1.41 inA2 phiVsa= 32.88 k/anchor M= 24.52 k -ft N= 22.00 in Cal d= 10 n 2.50 ecc= 25.10 in B= 22.00 in Col bf = 10 in X 0.027 ecrit= 10.74 Y= 0.93 in Fyp= 50 ksi L 0.167 T= 9.22 k Trod= 4.61 k Fup= 75 ksi tpmin= 0.60 in tpdes= 0.86 in Load Criteria: .6(D+W) Load Criteria: D+(Lr or S) P= -4.35 k P= 22.04 k Trod= 1.09 k 1= 9.50 in tpmin= 0.21 in tpmin= 0.52 in Load Criteria: D+0.75(.6W+(Lr orS)) P= 23.21 k M=18.39 k -ft ecc= 9.51 in ecrit= 10.48 in Y= 2.98 in T= 43.68 k Trod= 21.84 k tpmin= 1.31 in tpdes= 0.96 in for Rod: ACI 318 App D 1.50" Dia x 36.00" A F1554 Gr. 55 Trod= 21.84 k/rod Vrod= 0.38 k/rod dreq= 0.99 in (tensile rupture) Nu= 34.94 k/rod Vu= 0.61 k/rod phiNn= 73.33 k/rod OK phiVn= 31.7 k/rod OK Combine 0,48;<1.0 PhiSt= 0.75 PhiSv= 0.65 PhiCt= 0.70 PhiCv= 0.70 1: phiNsa= 79.05 k/anchor cal= 31.0 in hef=le= 25.50 in Ase= 1.41 inA2 phiVsa= 32.88 k/anchor cat= 38.3 in Abrg= 3.12 inA2 10/12/2016 6 Pier Anchors Pier Information Anchor Information D= 4.00 ft, dia da= 1.50 in f'c= 3.00 ksi Lemb= 25.50 in # bar= 16 Fya= 55 ksi bar size= #7 s= pi(D-2dv)/#bar = db= 0.875 in arc= CL of reinf within Lemb/2= fy= 60 ksi Tension (with anchor reinforcement): Development Length of Hooked Bars (ACI 318) Ldh= 0.02*Psi*fv*db *(0.70) = 13.42 in lambda*(f'C)A.5 y= tan(35)*Dist = 6.13 in Lact= Lemb-2"(clr)-4db-y = 13.87 in Tension Capacity (Lact/Ldh) = 1.00 x 100 percent Spacing of Vertical Bars s= pi(D-2dv)/#bar = 7.88 in c/c of bars arc= CL of reinf within Lemb/2= 25.11 dv= rv= ra= rp= Dist= #bars within Lemb/2 = 3.19 use 3.00 bars PhiNn= Phi*Ab*Num*fy*TC(%) 81.18 k/anchor Ok Shear (without anchor reinforcement): Cal= rp-ra = 12.69 in Cat= (rp-ra)*sin(35)= 7.28 in Avc= (2*Ca2)*(1.5*Cal)/2= 138.47 inA2 Avco= 4.5*Cal = 724.24 inA2 Vb= 7*(Lemb/da)A.2*(daA.S)*Iambda*(f'CA.S)*CaJA1.5= Psi ed,v= 0.81 Psi h,v= 1.00 Psi c,v= 1.40 due to #4 ties phiVcb= phi*(Avc/Avco)*Psi ed,v*Psi h,v*Psi c,v*Vb= Side Face Blowout: Does Not Control Load Information Nu= 34.94 kip/anchor Vu= 0.61 kip/anchor 3"(clr)+0.5"(tie)+db/2= rp-dv 8*(2)A.5 D*12/2 rp-dv-ra 37.39 k 5.71 k/anchor 1 OK I QK� 3.94 in 20.06 in 11.31 in 24.00 in 8.75 in 10/12/2016 R-8/20/15 Foundation Drilled Pier say: 4 ft diam Check - Gravity Loads: assumed depth= _,,,;6 ft Soil bearing= 33.5103 k A= 12.5664 sqft Adhesion= 8.4823 k D+0.75(.6W+(Lr orS)) Total allowable load: 41.9926 k > 23.2104 Ok check for uplift: .6Pier Weight= 6.78584 .6Adhesion= 1.69646 k Check - Lateral Loads: diameter b 4 ft depth of embedment d 6 ft column height h 16.0 ft Applied force Mmax/h 1532.79 lbs Lateral pressure S3 750 psf (Drilled Pier 16-3255RO Soil Bearing Pressure = 2000 psf Lateral Pressure = 100 psf/ft Adhesion= 150 psf 8.4823 > = -4.3479927 is OK Constrained at Top Diameter Bearing Depth 4 ft diam 7.5 ft Depth: (Req'd) d= 5.89434 ft CCK Qty: Vertical Rebar Rebar Stir -Ups 16 #7 (2) #4 in top 5"; Ties @ 12" Q.C. 10/12/2016 7 3 2 1 Monoslope a 16-3255RO Lc= 3.0 ft Ls= 7.5 ft a= 3.6 ft DL= 0.008 klf* EWAc= 3.00 ft^2 EWAs= 18.8 ft^2 a^2= 12.96 ft^2 Wdncc= 0.057 klf* Zone 3 uplift Gravity Wupcc= -0.075 klf* Mcant= 2.18 in -k OK Mcant= -3.45 in -k j( c ,� (Lr orS)= 0.040 klf Mpos= -1.19 in -k OK Mpos= 2.80 in -k OV Wdesup= -0.040 kif Mneg= 1.60 in -k OK Mneg= -3.50 in -k OK Wdesdn= 0.064 klf Rc= -0.20 k Rc= 0.39 k DL= 0.003 klf Rs= -0.17 k Rs= 0.39 k Wdncc= 0.042 kif Wupcc= -0.040 klf Zone 2,0 (Lr orS)= 0.040 klf Mpos= -0.74 in -k OK Mpos= 2.80 in -k OK Wdesup= -0.022 kif Mneg= 1.60 in -k OK, Mneg= -3.50 in -k OK Wdesdn= 0.052 klf Rs= -0.17 k Rs= 0.39 k DL= 0.003 kif Wdncc= 0.028 klf Zone 1 Wupcc= -0.026 klf Mpos= -0.74 in -k OK Mpos= 2.46 in -k OK 0 (Lr orS)= 0.040 kif Mneg= 1.60 in -k OK Mneg= -3.50 in -k OK Wdesup= -0.014 klf Rs= -0.10 k Rs= 0.34 k Wdesdn= 0.046 klf Mapos= IManeg= 8.853 in -k Deck Clip: -6.913 in -k Clamp Yeiid 1200# 719# Safety Factor 1.67 Applied Force per Deck Clip - 389 Ibf Clamp Points: Max. Fy per Deck Clip - 719 Ibf Single Clamp @ 16" O/C Check - OK Alternate Sides 10/12/2016 8 City of WhIRCOM�MUNiTy 6atRichyc i City of Wheat Ridge Municipal Building 7500 W. 29`b Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 7 -Eleven 3790 Wadsworth Blvd. 1. Sheets GO through G17 need to be stamped by a Colorado Design professional. 2. Project Data sheet GO, we are under the 2014 NEC you have designed to the 2011NEC please go through plans and verify that all will meet 2014 requirements. 3. Sheet G1 General notes #1 all construction shall meet City of Wheat Ridge requirements not the County Standards. 4. Should you have (3) L77? 5. F19 why are you not calling out for snowplow rings? We do get a lot of snow here. 6. Sheet G9 note that the lighting to be installed by gas contractor, the state of Colorado requires a licensed electrical contractor to do the work. 7. 6" address numbers will be required on the structure visible from the street. 8. Dumpster height by ordinance can only be 6' tall. 9. Review is limited to the contents of the plans submitted and any errors or omissions contained herein shall not be construed as permission to allow any condition to exist in violation of the codes of the City of Wheat Ridge. 10. Prior to CO or final the GC shall provide as built in PDF. 11. Signs on building permitted separately. 12. Sheets resubmitted are your responsibility to reinsert into plans, please leave the old ones you take out in the office. 13. Please address comments under each numbered one along with where I can find on sheets. www.ci.wheatridge.coms City cit' 1 COM,MtJNe' i DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`x' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 7 -Eleven 3790 Wadsworth Blvd. 1. Sheets GO through G 17 need to be stamped by a Colorado Design professional. Each 2. Project Data sheet GO, we are under the 2014 NEC you have designed to the 2011 NEC please go through plans and verify that all will meet 2014 requirements. G9.1 revised to meet 2014 NEC requirements. GO revised to state correct NEC code. 3. Sheet GI General notes #1 all construction shall meet City of Wheat Ridge requirements not the County Standards. Wording revised to city instead of county. 4. Should you have (3) 1-77? No. Diesel vent uses different manhole cover. 5. F19 why are you not calling out for snow plow rings? We do get a lot of snow here. Itis 7 -Eleven standard equipment and used for all Colorado protects. Sloped pavement around manhole makes it unnecessary. 6. Sheet G9 note that the lighting to be installed by gas contractor, the state of Colorado requires a licensed electrical contractor to do the work. Note revised to state licensed electrical contractor required, 7. 6" address numbers will be required on the structure visible from the street. REFER TO REVISED SHEETS A4.0 AND A4.1. 8. Dumpster height by ordinance can only be 6' tall. REFERTOREVISED SHEET A1.3. 9. Review is limited to the contents of the plans submitted and any errors or omissions contained herein shall not be construed as permission to allow any condition to exist in violation of the codes of the City of Wheat Ridge. NOTED. 10. Prior to CO or final the GC shall provide as built in PDF. NOTED, 11. Signs on building permitted separately. NOTED, 12. Sheets resubmitted are your responsibility to reinsert into plans, please leave the old ones you take out in the office. SEE ENCLOSED RESPONSES. www.ci.wheatridge.co.us 13. Please address comments under each numbered one along with where I can find on sheets. SEE ENCLOSED ESPO SES. KEN OKAMOTO & ASSOCIATES, INC. STRUCTURAL ENGINEERS Jul - "TT gra I -w-Al " IF I - I T; Ilmlif 0• .V .i... 2012 INTERNATIONAL AND/OR LOCAL BLDG CODE, LATEST EDITION CONCRETE: 3,000 PSI AT 28 DAYS. CONCRETE BLOCK: GRADE N, MED. WT. UNITS, ASTM REINFORCING STEEL: (ASTM A615, GRADE 60). STRUCTURAL STEEL., (COMPACT) (ASTM A992). STRUCTURAL PIPE: (ASTM A-53, GRADE "B"), PLYWOOD SHEATHING: DOUGLAS FIR, STRUCTURAL 1, P.S. 1-95. GLUE LAM. BEAMS: 2,400 PSI (D.F. COMB. "24F"), LUMBER: GRADE MARKED D.F. PER WC.L.B. GRDG. RULE 17. SOIL PRESSURE: SEE FOUNDATION PLAN FOR COMPLETE DATA. DESIGN REFERENCES: INCLUDING CHARTS AND TABLES FROM: GENERAL DESIGN: ASCE 7-10 LUMBER & TIMBER: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION STEEL: MANUAL OF STEEL CONSTRUCTION, RISC. CONCRETE BLOCK- MSJC PUBLICATION CONCRETE: ACI DESIGN HANDBOOK �NAC ... . . ..... ... I eye BY:-- DATE: 3186-F AIRWAY AVE. o COSTA MESA, CA 92626 . (714) 444-2422 - FAX (714) 444-2122 The Building Division iycurrently operating under the following codes: � 2012International Building Code 2O12International Property Maintenance Code 2O12International Mechanical Code 2O12International Energy Conservation Code 2O12International Plumbing Code 2O12International Fire Code 2O12International Residential Code 2O12International Fuel Gas Code 2O14National Electrical Code NFPAgQStandards for Health Care Facilities Uniform Code for the Abatement ofDangerous Buildings, 1e97Edition 20OQANSI A1171Accessible and Usable Facilities Attic Access: 22^X30" Crawl Space Access: 18^X24^ Drywall: Screws.- 12" on ceilings Nails: 7" on ceilings 16" on walls framed 16" on center 8" on walls 12" on walls framed 24" on center Frost Level: 36" below grade Snow Load: 30 LbsSq. Ft., 30 Lbs. Drift Wind Load: 105 MPH 3 -second wind gust Exposure: C Seismic Zone: B Insulation: R-20 walls Window: .32 ��------' R-49 ceilings MinimumSpaceHeatingSystem– Rap|axements: Gas Furnaces 80%AFUE(sized Manual S) Gas Boilers 80%AFUE New Construction: Gee Furnaces 80% AFUE Gam Boiler 80% AFUE Ducts: Non -Conditioned Space R-6 Outside Building R-8 Water Heaters: High & Low combustion air ducting is required at a rate of 1 sq. in. per 280OBTUs ­A_rcF a u It: ARC—Fault required on all—outlets p—er2014 NEC Attic/Crawl Space Venting: 1 Sq. Ft. of vent per 150 Sq. Ft of space vented Vapor Barrier: Required under all slabs under habitable space Roofing: Ice and Water shield two (2)feet infrom exterior wall (yaveo);Snails per shingle requimd�2layers -------- allowed, must tear off all layers ifdoing any tear -off . See Policy 8D-10'UO2for additional requirements. Flat Work: Minimum 4" depth for all residential work Foundation Standards: Engineered design and inspection required by engineer of record. Windows: All new windows shall meet egress except windows inexisting basement bedrooms. (57Sq. Ft. o( openable space). Window height from floor to openable area on window max height is 44". All existing windows shall comply with Policy 8D-10-003. Rev. 0812016 Elevation Limitation: ASCE 7* Ground Snow Load Query Date: November 07, 2016 Address: 3790 wadsworth blvd, wheat, ridge, co 80033 Latitude: 39.7690437 Longitude: -105.0810934 Elevation: 5447.8 Feet Site -Specific Case Study All loading data is in pounds per square foot For a site-specific case study area, a case study is required to establish ground snow loads. *Based on Figure 7-1 Ground Snow Loads printed in ASCE 7-95 through ASCE 7-10. Users should consult with local building officials to determine if there are community -specific snow load requirements that govern. Red shaded area is the toad specific boundaries. Any darker red area is the overlapping load specific boundary. Map % Sc'ul H DAKIC I I *0s' fted States San Cs Dat as GROUND SNOW LOAD WEBSITE DISCLAIMER While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the ground snow load report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the ground snow load report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the ground snow load report. Sponsored by the ATC Endowment Fund 201 Redwood Shores Parkway, Suite 240 - Redwood City, California 94065 - (650) 595-1542 Design Maps Summary Report hltl):Hehp I -cti-tli(lttiike.ci-.tisgs.,,ov/desit;iiiiial)S,'LIS/St-tillilltry,l)lll)'?telill)le' rr, USGS Design Maps Summary Report im User -Specified Input Report Title 7 -Eleven - Wheat Ridge, CO Mon November 7, 2016 16:53:45 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 39368690N, 105.081420W Site Soil Classification Site Class D - "Stiff Soil" Risk Category 1/11/111 USGS-Provided Output SS = 0.189 g S,s = 0.302 g S,,s = 0.201 g S, = 0.060 g S,,, = 0,143 g S,),, = 0.095 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 022 0.22 0,24 M O.IG 0.12 0.02 O.O.Ir 0.00 — 0.00 0 00 0.20 0,40 0 GO 0.90 1.00 1.20 1.40 1 GO 1.90 2.00 Period, T (sec) Design Response Spectrum 0.21 - 0.19 - 0.12 0.03 0.03 0,00 0.00 0.20 0.40 O'G0 0.20 1,00 1.20 1,40 LGO 1.20 2.00 Period, T (sec) For PGA,.,, TL, CRs, and C, values, please view the detailed report. Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy Of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. I of 1 1 /-7,") n I t, Q,) I nn SHEET JOB m 3186-F AIRWAY AVE. - COSTA MESA, CA 92626 - (714) 444-2422 KEN OKAMOTO & ASSOCIATES, INC. 1111T STRUCTURAL ENGINEERS JOB BY MEMBER REPORT (E) Roof Joists, Roof., Joist I piece(s) 16" THO 230 @ 24" OC Overall Length: 24' 1" 23'6' N H Ali locations are measured from tire outside face of left support (or left cantilever end).Afl dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load. Combination (Pattern) Member Reaction (lbs) 960 @ 2 112" 1708 (150") Passed (56%) 1.15 1.0 D + 1.0 S (All Spans) Shear (lbs) 940 @ 3 112"_ 2519 Passed (37%) 1.15 1.0 D 1.0 S (All Spans) Moment (Ft -lbs) 6279 @ 11' 10 7/8" 6567 Passed (96%) 1.15 1.0 D 1.0 S (All Spans) Live Load Defl. (in) 0.446 @ 12' 1,12' 0.789 Passed (L/637) — 1.0 D 4- 1.0 Lr (All Spans) Total Load Defl. (in) 0.992 @ 12' 1/4" 1.183 Passed (L/286) 1.0 D + 1.0 Lr (All Spans) Deflection criteria: LL (L/360) and TL (L/240). Bracing (Lu): All compression edges (top and bottom) must be braced at TS 5/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports Bearing Length Loads to Supports (lbs) Accessories Total Av Rable Required Dead Roive of L Snow Total I - Stud wall - SPF 3.50" 3.50" 1.75" S05 482 455 1442 Blocking 2 - Stud wall - SPF 3.50' 3.50" 1.75' 498 482 455 1435 Blocking - Blocking Panels are assumed to carry no loads applied directly above them and the lull load is applied to nv member being designed. Loads Location (Side) Spacing Dead (0.90) Roof Live ("on -snow 11-25) Snow (1.15) Comments I - Uniform (PSF) 0 to 24' 1 24" i5.0 20.0 18.9 Roof 2 Uniform (PLF) 10' to 13'6" NIA 80.0 - Flexpack Unit Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and Published design Values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbyvvy.cciru) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by [CC ES under technical report,, ESR -1153 and ESR -£387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywycorn[services/s_CodeReports.aspx. The product application, input design loads, dimensions and support information have t"ri provided by Forte Software Operator Fotto Softwa,o Operator Job Notes System ; Roof Member Type :.foist Building Use : Cc*mmercial Building Code: I BC 2012 Design Methodotogy : ASD Member Pitch: 0,012 USMINABLE FORESTRY oulAiM 1 1 i2U 16 " IU / AIIII I ort' V5 1, DGnIgn 1-11(imr, V(3-5 1 1 FX/S If- I . 4 1 /- Paige 1 "Al 1 Ken Okamoto & Associates, Inc. 1,310 psf OK Title 7 -Eleven Wheat Ridge, CO Page: 1 3186-F Airway Avenue 1,500 psf Job# : Dsgnr Date: 8 NOV 2016 Costa Mesa, CA 92626 ACI Factored @ Heel = Description.... Footing Shear @ Toe = 7.3 psi OK P: 714-444-2422 4.8 psi OK Trash Enclosure 75-0 psi Sliding CaIcs F: 714-444-2122 Lateral Sliding Force 573.9 lbs less Passive Force 8681 lbs This Wall in File: h:\koa\chester\7-eleven - wheat ridge, co - 16442\engineering\16442 - 7-11 wheat 455.0 lbs Added Force Req'd = RetainPro (c) 1987-2016, Build 111.16.07.15 License: KW -06058589 Cantilevered Retaining all Code. CBC 2013,ACI 318-1 1,ACI 530-11 License To: KEN OKAMOTO & ASSOCIATES INC. 0.653 Total Force @ Section Criteria Soil Data Ibs = Strength Level lbs = Retained Height 3.00 It Allow Soil Bearing 1,500.0 psf Service Level ft-# = Wall height above soil 7.33 ft Equivalent Fluid Pressure Method 1,545.4 Moment.__ Allowable = 2,365.4 Active Heel Pressure = 45.0 psf1ft Slope Behind Wall = 0.00 Height of Soil over Toe = 36.00 in Passive Pressure 100.0 psf/ft Water height over heel = 00 It Soil Density, Heel = 11000 pcf Soil Density, Toe 0-00 pcf Cohesion value 130.0 psf Soil height to ignore J'7 for passive pressure = 0.00 in Surcharge Loads Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel = 0.0 psf Lateral Load = 0.0 AM Adtacent Footing Load = 0-0 lbs Used To Resist Sliding & Overturning ...Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 ..Height to Bottom 0.00 ft Eccentricity = 0.00 in Used - for r I Sliding& 'Overturning - Load Type = Wind (W) Wall to Ftg CL Dist 0.00 ft Axial Load Applied to Stem (Service Level) Footing Type Line Load Base Above/Below Soil Axial Dead Load = 0.0 lbs Wind on Exposed Stem = 25,0 psf at Back of Wall 0.0 ft Axial Live Load = 0,0 lbs Axial Load Eccentricit- 0 0 in (Service Level)_Poisson's Ratio 0.300 Design Summary Wall Stability Ratios Overturning = 1.91 OK Sliding 2,31 OK Total Bearing Load = 1,886 lbs ...resultant ecc. = 9,49 in Soil Pressure @ Toe = 1,310 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe 1,834 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 7.3 psi OK Footing Shear @ Heei 4.8 psi OK Allowable = 75-0 psi Sliding CaIcs = Lateral Sliding Force 573.9 lbs less Passive Force 8681 lbs less Cohesion Force 455.0 lbs Added Force Req'd = 0-0 lbs OK ....for 1.5 Stability 0.0 lbs OK Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Stem Construction Bottom 5.5 psi = Stem OK Design Height Above Ftc ft = 0,00 Wall Material Above "Ht" = Masonry Design Method = LRFD Thickness = 8.00 Rebar Size = # 5 Rebar Spacing = 24.00 Rebar Placed at Center Design Data fb/FB + fa/Fa = 0.653 Total Force @ Section Service Level Ibs = Strength Level lbs = 507.3 Moment. ...Actual Service Level ft-# = Strength Level ft-#= 1,545.4 Moment.__ Allowable = 2,365.4 Service Level Strength Level Shear.... Allowable Anet (Masonry) Rebar Depth 'd* Masonry Data fm Fy Solid Grouting Modular Ratio W Wall Weight psi = psi = 5.5 psi = 69.7 in2 = 91,50 in= 175 psi = 1,500 psi = 60,000 Concrete Data Yes 1,000 21.48 psf = 78,0 Load Factors Building Code CBC 2013.ACI Equiv. Solid Thick. in = 7.60 Dead Load 1.200 Masonry Block Type = Medium Weight Live Load 1.600 Masonry Design Method = LRFD Earth, H 1.600 Concrete Data Wind, W 1,000 fo psi = Seismic, E 1.000 Fy psi = Ken Okamoto & Associates, Inc. 3186-F Airway Avenue Costa Mesa, CA 92626 P: 714-444-2422 F: 714-444-2122 Title 7 -Eleven Wheat Ridge, CO Page : 2 Job Dsgnr: Date: 8 NOV 2016 Description.... Trash Enclosure This Wall in File: h:\koa\chester\7-eleven - wheat ridge, co - 16442\engineering\16442 - 7-11 wheat RetainPro, (c) 1987-2016, Build 11.16.07.15 License: KW -06058589 Cantilevered Retaining Wall Code: CBC 2013ACI 31 a-1 1,ACI 530-11 License To: KEN OKAMOTO & ASSOCIATES,INC. Footing Dimensions & Strengths Footing Design Results Toe Width = 1.42 It Toe Heel Heel Width 2.08 Factored Pressure = 1,834 0 psf Total Footing Width = 3.56- Mu': Upward = 1,539 53 ft-# Footing Thickness = 14.00 in Mu': Downward = 752 751 ft-# Mu. Design = 788 698 ft-# Key Width = 0.00 in Actual 1 -Way Shear = 7.25 4.76 psi Key Depth = 0.00 in Allow 1 -Way Shear = 75.00 75,00 psi Key Distance frorn Toe = 0.00 ft Toe Reinforcing = None Spec'd fc = 2,500 psi Fy = 60,000 psi Heel Reinforcing = None Spec'd Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd Min. As % = 0.0018 Other Acceptable Sizes & Spacings Cover @ Top 2.00 @ Btml= 3.00 in Toe: Not req'd: Mu < phi*5*lambda*sqrt(fc)*Sm Heel: Not req'd: Mu < phi'5*lambda*sqrt(fc)*Sm Key: No key defined Min footing T&S reinf Area 1.06 int Min footing T&S reirif Area per foot 0.30 int A If one layer of horizontal bars. If two layers of horizontal bars: #4@ 7-94 in #4@ 15.87 in #5@ 12.30 in #5@ 24.60 in #6@ 17.46 in #6@ 3492 in Summa il,K =Ove=rturnin� & ResistinE Forces& Moments .....OVERTURNING..... ....OVERTURN NG,.... ....RESISTING..... Force Distance Moment Force Distance Moment Iteml lbsft ft_# lbs ft ft-# Heel Active Pressure = 390.6 1,39 542.5 Soil Over Heel = 467.4 2.79 1,304L9 Surcharge over Heel Surcharge Over Toe Adjacent Footing Load Added Lateral Load Load @ Stem Above Soil = 183.3 7,83 1,435,2 Total 573.9 O.T.M. 1.977.7 Res isti ng[Overturni ng Ratio = 1,91 Vertical Loads used for Soil Pressure = 1.885 6 lbs Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions= Footing Weight Key Weight 0,71 805.7 1.75 1,410.3 612.5 11.75 1,071.9 Vert. Component Total = 1,885.6 Ins R.M,= 3,7871 Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Deft @ Top of Wall (approximate only) 0.107 in The above calculation -is -not valid, if tie heel soll bearing lxressureexceeds that of the toe because the wall would then tend to rotate into the retained soil Ken Okamoto & Associates, Inc. Title 7 -Eleven Wheat Ridge, CO Page : 3 1 A 3186-F Airway Avenue Job# : Dsgnr: Date. 8 NOV 2016 Costa Mesa, CA 92626 Description.. . P: 7114-444-2422 Trash Enclosure F: 714-444-2122 This Wall in File: h:ikoMchester\7-eleven -wheat ridge, co - 16442\engineering\1 6442 - 7-11 wheat RetainPro (c) 1987-2016, Build 11-16.07.15 License: KW -06058589 Cantilevered Retaining Wall Code: CBC 2013ACI 318-1 1ACI 530-11 License To: KEN OKAMOTO & 8, vi T-0, To &I" Em Ken Okamoto & Associates, Inc. 3186-F Airway Avenue Costa Mesa, CA 92626 P:714-444-2422 F: 714-444-2122 Title 7 -Eleven Wheat Ridge, CO Page: 4 Job # Dsgnr: Date: 8 NOV 2016 Description.... Trash Enclosure This Wall in File hAkoa\chesterU-eleven - wheat ridge, co - 16442\engineering\16442 - 7-11 wheat RetainPro(c)1987-2016, 13"ildlIA6.07.15 License : KW -06058589 Cantilevered Retaining Wall Code: CBC 2013ACI 31&-11,ACI 530-11 License To: KEN OKAMOTO & ASSOCIATESJNC. Pp= 068,06; Ce Kumar & Associates, Inc. 800 Stockton Avenue; #4 Geotechnical and Materials Engineers Fort Collins, CO 80524 and Environmental Scientists phone: (970) 416-9045 fax: (303) 742-9666 AC E C email: kaftcollins@kumarusa.com nrrmreEu www.kumarusa.com Office Locations: Denver (HQ), Colorado Springs, Fort Collins, and Frisco, Colorado GEOTECHNICAL ENGINEERING STUDY AND PAVEMENT THICKNESS DESIGN PROPOSED WADSWORTH FUEL FACILITY RENOVATION NEAR THE SOUTHEAST CORNER OF WADSWORTH BOULEVARD AND WEST 38TH AVENUE WHEAT RIDGE, COLORADO Prepared By: Reviewed By: _ Joshua L. Barker, P.E. JacoB A. Hanson, E.I.T. Prepared For: Cadence Capital Investments, LLC 6400 South Fiddlers Green Circle, Suite 1820 Greenwood Village, Colorado 80111 Attention: Ms. Lindsey Winters Project No. 16-3-165 September 21, 2016 TABLE OF CONTENTS SUMMARY..................................................... --..................................................................... 1 PURPOSE AND SCOPE OFSTUDY .................................................................................. ...... 2 PROPOSEDCONSTRUCTION ............................................................. ........... .............. ......... 2 SITECONDITIONS ........................................................................ ........................................... 2 FIELDEXPLORATION ........................................................................ ........... .......................... 3 LABORATORY TESTING .................... ...................................................................................... 4 SUBSURFACE CONDITIONS ............................................................................................. ...... 3 GEOTECHNICAL ENGINEERING CONSIDERATIONS ............................................................. 4 FOUNDATION RECOMMENDATIONS ............................... .......................... ........................... 5 SITE SEISMIC CRITERIA ........................................................................................................... 5 WATER SOLUBLE SULFATES .................................................................................................. 5 SURFACEDRAINAGE ............................................................................................................... O SITE GRADING AND EARTHWORK .............. ........................................................................... O PAVEMENTDESIGN ................................................................................................ ........ ..... 10 DESIGN AND CONSTRUCTION SUPPORT SERVICES ......................................................... 13 UK8|TAT|{}N8.................. ........ —........................................................................................ 13 FIG. 1—LOCATION C}F EXPLORATORYBOR|NGS FIG. 2—LOGS OFEXPLORATORY BORINGS AND LEGEND AND NOTES FIGS. 3and 4—SWELL-CONSOLIDATION TEST RESULTS FIG. 5—GRADATION TEST RESULTS TABLE I — SUMMARY OF LABORATORY TEST RESULTS Kumar &Anmmbteo Inc We have previously drilled four exploratory borings at the site. One additional exploratory boring was drilled for this study. About 3.5 to 6.25 inches of concrete was encountered at the ground surface. Beneath the concrete pavement, fill consisting of clayey sand to sandy lean clay was encountered in the borings to depths ranging from about 5 to 8 feet. The native soils encountered below the fill consisted of clayey sand to sandy lean clay to a depth of about 16 feet underlain by silty to clayey sand extending to the maximum explored depth of about 25 feet. The lateral extent, depth and degree of compaction of the existing fill were not determined as part of this study. The groundwater level was measured at depths of about 12 to 13.5 feet below the ground surface at the time of drilling. 2. The existing fill should be considered non -engineered and assumed to be unsuitable for support of structures and/or pavements. Recommendations for an option to leave a portion of the fill in place below pavements are discussed in the report. 3. Pavement section alternatives based on the on-site material properties and local industry standard of practice are presented below: Additional pavement design and construction criteria are presented in the body of this report. Kumar & Associates, Inc Asphalt Over LOCATION Asphalt Thickness Aggregate Base Concrete Thickness (inches) Course (inches) inches Light Duty 6% 4 over 8 6 Heavy Duty 7% 5 over 9 7 Additional pavement design and construction criteria are presented in the body of this report. Kumar & Associates, Inc Pi PURPOSE AND SCOPE OF STUDY This report presents the results of a geotechnical engineering study for the proposed Wadsworth Fuel Facility renovation planned to be constructed near the southeast corner of Wadsworth Boulevard and West 38'x' Avenue in Wheat Ridge, Colorado. This study was performed in general accordance with our Proposal No. P3-16-201 to Cadence Development, LLC dated July 29, 2016 and revised on August 10, 2016. 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 were tested in the laboratory to determine their classification and engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop geotechnical engineering recommendations for design and construction of the project. 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 renovation are included in the report. The renovation will include demolition of portions of the existing canopy system and construction of a redesigned overhead canopy system to the north of the existing building. A set of underground storage tanks are planned to be installed northeast of the existing building. The area surrounding the existing building will consist of paved parking areas and access drives. Based on the existing grades and proposed construction, we anticipate minimal site grading will be required for the building and pavements. If the planned construction or conditions are significantly different from those described above or depicted in this report, we should be notified to reevaluate the recommendations contained in herein. SITE CONDITIONS At the time of our field study, the site of the proposed construction was occupied by a single - story fueling station including a retail building and adjoining fuel dispensing islands, overhead canopies, and a single -story car -wash building located near the east edge of the site. The Kumar & Associates, Inc 3 buildings appear to be of cement block construction. The majority of the site is paved with concrete, which displayed some load -related cracking. The topography of the site was relatively flat and nearly level. FIELD EXPLORATION We have previously drilled four exploratory borings at the site for previous studies. One additional exploratory boring was drilled for this study. The exploratory borings were drilled to depths ranging from about 10 to 25 feet at the approximate locations shown on Fig. 1. Graphic logs of the borings and a legend and notes describing the soils encountered are presented on Fig. 2. The borings were advanced through the overburden soils with 4 -inch -diameter continuous flight augers. The borings were logged by a representative of Kumar & Associates, Inc. Samples of the soils materials were obtained with a 2 -inch I.D. California liner sampler. The sampler was driven into the various strata with blows from a 140 -pound hammer falling 30 inches using the standard penetration test procedure described by ASTM Method D1586. The interpreted penetration resistance values provide an indication of the relative density or consistency of the soils. Depths at which the samples were taken and the penetration resistance values are shown on the boring logs. Measurements of the groundwater levels were made in the borings by lowering an electronic water level indicator into the open hole shortly after completion of drilling. The depths of the groundwater levels measured are shown on the boring logs. SUBSURFACE CONDITIONS Beneath the concrete pavements, fill consisting of clayey sand to sandy lean clay was encountered in the borings to depths ranging from about 5 to 8 feet. The native soils encountered below the fill consisted of clayey sand to sandy lean clay to a depth of about 16 feet underlain by silty to clayey sand extending to the maximum explored depth of about 25 feet. Sampler penetration blow counts indicate the clayey sand to sandy lean clay is medium stiff to stiff in consistency and the silty to clayey sands are loose to medium dense. The lateral extent, depth and degree of compaction of the existing fill were not determined as part of this study. Kumar & Associates, Inc. El The groundwater level was measured at depths of about 12 to 13.5 feet at the time of drilling. The borings were backfilled immediately after drilling for safety reasons. Groundwater levels are expected to fluctuate with time, and may fluctuate upward after wet weather or subsequent to landscape irrigation. LABORATORY TESTING Samples obtained from the exploratory borings were visually classified in the laboratory by the project engineer and samples were selected for laboratory testing. Laboratory testing included index property tests, such as moisture content (ASTM D2216), dry unit weight, grain size analysis (ASTM D422), and liquid and plastic limits (ASTM D4318). Swell -consolidation tests (ASTM D4546, Method B) were conducted on samples of the soil to determine the compressibility or swell characteristics under loading and when submerged in water. The percentage of water-soluble sulfates was determined in general accordance with CDOT CP - L2103 for selected samples. The results of laboratory tests performed on selected samples obtained from the borings are shown to the right of the boring logs and on Fig. 2, and are summarized in Table I. Results of swell -consolidation tests performed on samples of the clayey sand fill and native clayey sand are presented on Figs. 3 and 4 and indicate the soils had a low compressibility to low swell potential. A sample of clayey sand fill consolidated about 0.5% when wetted under a 1 ksf surcharge while another sample swelled about 0.8% under a 0.2 ksf surcharge. A sample of natural clayey sand showed no movement -when wetted under a 1 ksf surcharge. GEOTECHNICAL ENGINEERING CONSIDERATIONS Fill was encountered below the pavement sections and extended to below the anticipated foundation elevations. The on-site fills should be considered non -engineered and unsuitable for support of structures and/or pavements. Ideally, all existing fill should be removed from below the pavements, and replaced with nonexpansive structural fill. Considering the existing fill appears to have been in place for a number of years and that overhead canopy structures and pavements can typically tolerate moderate levels of movement (settling or heaving), we believe that a portion of the existing fill materials may be left in place provided that the owner recognizes and accepts the potential for future movements. We have no way to accurately predict the potential magnitude of movements; however, canopy foundation and/or pavement Kumar & Associates, Inc. 5 movements on the order of 1Y2 to 2 inches would not be impossible. We believe the risk of movements exceeding 1 -inch are low; however the potential for larger movements exist. The native clayey sand to sandy lean encountered below the fill appear to be nonexpansive and should be suitable for support of shallow foundations and pavements. FOUNDATION RECOMMENDATIONS Canopy Foundation: We recognize that fuel facility canopy foundations are commonly 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. An allowable bearing pressure of 2,000 psf should apply to drilled footing design. Additionally, a skin friction value of 150 psf may be accounted for in the design based on the interaction between the soil and sides of the drilled footing for use as axial support. The skin friction value is for direct contact between cast in place concrete and the adjoining supporting soils. We should be contacted to provide additional design recommendations if a conventional spread footing foundation is desired. SITE SEISMIC CRITERIA According to International Building Code (IBC) 2012, the overburden soil materials generally classify as IBC Site Class D. Based on the soil profile encountered in our borings and the standard penetration testing from the field exploration indicates that IBC Site Class D should be used in the design. Based on the subsurface profile, site seismicity, and the anticipated ground water conditions, liquefaction is not a design consideration. WATER SOLUBLE SULFATES The concentration of water soluble sulfates measured in two samples of the subsoils obtained from the exploratory borings was 0.00%. This concentration of water soluble sulfates represents 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. Based on the laboratory test results, we believe special sulfate resistant cement will generally not be required for concrete exposed to the on-site soils. Kumar & Associates, Inc. R SURFACE DRAINAGE Proper surface drainage is very important for acceptable performance of the structures 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 structures. 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. Exterior backfill should meet the requirements of the "Site Grading and Earthwork" section of this report. 3. The ground surface surrounding the exterior of the building should be sloped to drain away from the foundations 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. To promote runoff in unpaved areas, the upper 1 to 2 feet of the backfill adjacent to shallow foundations should be a relatively impervious material containing more than 30% passing the No. 200 sieve and compacted as recommended in the "Site Grading and Earthwork" section of this report. 5. Ponding of water should not be allowed in backfill material or in a zone within 10 feet of foundations or foundation walls, whichever is greater. 6. Roof downspouts and drains should discharge well beyond the limits of all backfill. SITE GRADING AND EARTHWORK Site grading should be planned to provide positive surface drainage away from all structures and pavement areas. The structures and parking areas should be placed as high as possible on the site so that positive drainage away from these features can be provided. Where Kumar & Associates, Inc. rA practical, surface diversion features should be provided around pavement areas to prevent surface runoff from flowing across the paved surfaces. Site Preparation: The site should be prepared by removing all previous construction, including items such as existing underground storage tanks and associated piping, floor slabs and foundations of existing structures that will not be incorporated into the planned construction. Underground storage tank backfill, including squeegee and pea gravel, should be removed in its entirety during removal of the underground storage tanks. Prior to placing new fills, the exposed subgrade should be scarified to a depth of 12 inches, adjusted to a moisture content within the range of optimum and 3 percentage points above optimum, and recompacted to at least 95% of the standard Proctor (ASTM D698) maximum dry density. The compacted subgrade should be proofrolled with a heavily -loaded pneumatic -tired vehicle or a heavy, smooth -drum roller compactor. Areas that deform excessively during proofrolling should be removed and replaced to achieve a reasonably stable subgrade prior to placement of structural fill. Fill Material: Unless specifically modified in the preceding sections of this report, the following recommended material and compaction requirements are presented for structural fills on the project site. The geotechnical engineer should evaluate the suitability of all proposed fill materials for the project prior to placement. 1. Nonexpansive Structural Fill. Nonexpansive structural fill should consist of on-site soils Imported materials, if needed should have a maximum of 60% passing the No. 200 sieve, a maximum liquid limit of 30, and a maximum plasticity index of 12. Imported soils not meeting the above liquid limit and plasticity index criteria may be acceptable provided the swell criteria outlined in Paragraph 5 below are satisfied. 2. Fill Beneath Flatwork and Pavements: Fill placed for support of flatwork and pavements should consist of the moisture -conditioned on-site soils or imported fill meeting the requirements of Nonexpansive Structural Fill. Kumar & Associates, Inc. 3. Pipe Bedding Material. Pipe bedding material should be a free draining, coarse-grained sand and/or fine gravel. The on-site soils do not appear to be suitable for pipe bedding. 4. 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. 5. Material Suitability: Unless otherwise defined herein, all fill material should be non- to low -swelling, free of vegetation, brush, sod, trash and debris, and other deleterious substances, and should not contain rocks or lumps having a diameter of more than 4 inches. Fill material should be considered nonexpansive if the swell potential does not exceed %% when a sample remolded to 95% of the standard Proctor (ASTM D698) maximum dry density at optimum moisture content is wetted under a 200 psf surcharge pressure. 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. The overburden soils generally classify as OSHA Type B soils although the granular soils encountered at depths ranging from about 16 to 18 feet below the ground surface will classify as OSHA Type C soils. 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. In our opinion, excavation of the overburden soils should be possible with conventional hydraulic excavation equipment. Kumar & Associates, Inc. N'7 Our experience is that underground storage tanks are typically backfilled with a granular bedding material to ease and speed installation. We recommend that granular bedding material 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. Compaction Requirements: Extensive backfilling will be required for excavations resulting from removal of the existing underground storage tanks, foundations and underground utilities. Adequately moisture treating and compacting excavation backfill and all structural fills will be critical to adequate performance of foundations and pavements. We recommend the following compaction criteria be used on the project: 1. Moisture Content: Fill materials should be compacted at a moisture content within the range of optimum to 3 percentage points above optimum for the on-site clayey soils and within 2 percentage points of the optimum moisture content for imported predominantly granular materials. The contractor should be aware that the clayey soils, including on- site and imported materials, may become somewhat unstable and deform under wheel loads if placed near the upper end of the moisture range. 2. Placement and Degree of Compaction: Structural fill beneath foundations and slab -on - grade floors, and adjacent to shallow spread footing foundations, should be placed in maximum 8 inch lifts. Kumar & Associates, Inc. m 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 D698) maximum dry density at moisture contents recommended above. Excessive wetting and drying of excavations and prepared Subgrade areas should be avoided during construction. Construction Monitoring: A representative of the geotechnical engineer should observe prepared fill subgrades and fill placement on a full time basis. PAVEMENT 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 exploration and laboratory testing programs, the near -surface pavement subgrade materials encountered at the site generally classify as A-6 with group indices between 2 and 12 in accordance with the American Association of State Highway and Transportation Officials (AASHTO) soil classification system. Kumar & Associates, Inc. Percentage of Percentage of Area Standard Proctor Modified Proctor Maximum Dry Density Maximum Dry Density (ASTM D698/ (ASTM D1557, AASHTO T-99) AASHTO T-180 Fill Below Foundation 98 N/A Elements Fill Less Than 8 Feet 95 N/A Below The Ground Surface Fill More Than 8 Feet 98 N/A Below The Ground Surface Aggregate Base Course N/A 95 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 D698) maximum dry density at moisture contents recommended above. Excessive wetting and drying of excavations and prepared Subgrade areas should be avoided during construction. Construction Monitoring: A representative of the geotechnical engineer should observe prepared fill subgrades and fill placement on a full time basis. PAVEMENT 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 exploration and laboratory testing programs, the near -surface pavement subgrade materials encountered at the site generally classify as A-6 with group indices between 2 and 12 in accordance with the American Association of State Highway and Transportation Officials (AASHTO) soil classification system. Kumar & Associates, Inc. 11 Soils classifying as A-6 would generally be considered to provide poor subgrade support. A resilient modulus value of 3,025 psi was assumed for the subgrade soil. 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. We frequently identify a "Light Duty" and a "Heavy Duty" pavement thickness requirement for similar projects. 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 provided below. Pavement Thickness Requirements: The following table presents the minimum pavement thickness for the project: 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 control joints to % of the depth of the slab at a maximum distance of 12 feet on center. Concrete pavements may be a suitable alternative for parking lots 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 Kumar & Associates, Inc. Asphalt Over LOCATION Asphalt Thickness Aggregate Base Concrete Thickness (inches) Course (inches) inches Light Duty 6%2 4 over 8 6 Heavy Duty 7'/2 5 over 9 7 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 control joints to % of the depth of the slab at a maximum distance of 12 feet on center. Concrete pavements may be a suitable alternative for parking lots 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 Kumar & Associates, Inc. 12 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. The pavement thicknesses were calculated using design the DARWinTM software program. Pavement Material Recommendations: The asphalt mix should meet the latest requirements of the CDOT Standard Specifications for Road and Bridge Construction. The asphalt placed for the project should be designed in accordance with the SuperPave gyratory mix design method. The mix should meet Grading S or SX requirements and a SuperPave gyratory design revolution (NDEs) of 75 should be used in the design process. A PG 58-28 or 64-22 asphalt binder should be used for the mix. Portland cement concrete should meet the current requirements for CDOT Class P concrete. The control joints should be caulked. Subgrade Preparation: Prior to placing the pavement section, the entire subgrade area should be thoroughly scarified and will -mixed to a depth of 12 inches, adjusted to a moisture content within -1 to +3 percentage points of optimum, and compacted to at least 95% of the standard Proctor (ASTM D698) maximum dry density. Just prior to placement of the pavement section, the subgrade should be proofrolled with a heavily loaded pneumatic -tired vehicle. Pavement design procedures assume a stable subgrade. Areas which deform excessively under heavy wheel loads are not stable and should be removed and replaced to achieve a stable subgrade prior to paving. Kumar & Associates, Inc. 13 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 construction 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. This will allow us to identify possible variations in subsurface conditions from those encountered during this study and to allow us to re-evaluate our recommendations, if needed. We will not be responsible for implementation of the recommendations presented in this report by others, if we are not retained to provide construction observation and testing services. 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 the data obtained from the exploratory borings at the locations indicated on Fig. 1, and the proposed type of construction. This report may not reflect subsurface variations that occur between the exploratory borings, 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 & Associates, Inc. is not responsible for liability associated with interpretation of subsurface data by others. Swelling soils occur on this site. Such soils are stable at their natural moisture content but will undergo high volume changes with changes in moisture content. The extent and amount of Kumar & Associates, Inc. 14 perched water beneath the building site as a result of area irrigation and inadequate surface drainage is difficult, if not impossible, to foresee. The recommendations presented in this report are based on current theories and experience of our engineers on the behavior of swelling soil in this area. The owner should be aware that there is a risk of constructing a building in an expansive soil area. Following the recommendations given by a geotechnical engineer, careful construction practice and prudent maintenance by the owner can, however, decrease the risk of foundation movement due to expansive soils. JAH/ cc: Book, file Kumar & Associates, Inc. 0 (E 5 ire w w U- 15 t— a w 0 20 25 16-3-165 BORING 1 BORING 2 BORINGS DRILLED MAY 29, 2015 7/12 (� WC=17.0 DD=111.3 21/12 WC= 13.9 DD= 111.9 WSS=0.00 12/12 7/12 WC=18.0 DD=112.7 —200=41 LL=28 PI=16 10/12 12/12 VN IN PARENTHESES TO LEFT OF THE 11/12 14/12 4N CLAY (CL), FINE TO COARSE GRAINED SAND, WC= 16, DD= 105 —200=AAY (CL), FINE TO MEDIUM GRAINED SAND, MEDIUM LL=32 BROWN TO GRAY. PI=17 A-6 (3) FINE TO COARSE GRAINED, LOOSE TO MEDIUM 12/12 LINER SAMPLE. THAT 7 BLOWS OF A 140—POUND HAMMER 15/12 ' DRIVE THE SAMPLER 12 INCHES. WC=22• AT THE TIME OF DRILLING. DD= 104 —200=6 LL=40 PI=24 9/12 D ON MAY 29, 2015 AND AUGUST 25, 2016 WITH A )WER AUGER. )RINGS WERE MEASURED APPROXIMATELY BY PACING AN PROVIDED AND SHOULD BE CONSIDERED ACCURATE ETHOD USED. 16/12 ORINGS WERE NOT MEASURED AND THE LOGS OF THE DEPTH. )N THE EXPLORATORY BORING LOGS REPRESENT THE TRIAL TYPES AND THE TRANSITIONS MAY BE GRADUAL. )GS WERE MEASURED AT THE TIME AND UNDER THE WATER LEVEL MAY OCCUR WITH TIME. 16); SIEVE (ASTM D 422); EVE (ASTM D 1140); P—L 2103); INDEX) (AASHTO M 145). Kumar & Associate' EXPLORATORY BORINGS SAMPLE OF: Clayey Sand (SC) FROM: Boring 1 C�9 14' WC = 18.0%, DD = 112.7 pcf —200 = 41 %, LL = 28, PI = 16 NO MOVEMENT UPON WETTING X a v 1 J J W to 0 Thee tnet na Ile appy ony to the samples tested, The teetUig report ehatl not he reproduced, ezaept In tutl, without the wdtlen approval of Humor oM A.saociaiee, Inc. Swell ConeoMaUen ieelln9 pertortned in accordance with ASTM D-4548, z O —1 F Q J O z -2 0 U —3 1 to APPLIED PRESSURE — KSF 10 100 1 v G J 3r —1 I z 9 t= —2 a 0 o J d V) —3 m o e ` —4 E3 n� 0 1.0 APPLIED PRESSURE - KSF 10 100 � N e 16-3-165 Kumar & Associates=SWELL—CONSOLIDATION TEST RESULTS Fig. 3 U SAMPLE OF: Clayey Sand (SC) FROM: Boring 1 C�9 14' WC = 18.0%, DD = 112.7 pcf —200 = 41 %, LL = 28, PI = 16 NO MOVEMENT UPON WETTING Thee tnet na Ile appy ony to the samples tested, The teetUig report ehatl not he reproduced, ezaept In tutl, without the wdtlen approval of Humor oM A.saociaiee, Inc. Swell ConeoMaUen ieelln9 pertortned in accordance with ASTM D-4548, SAMPLE OF: Fill: Clayey Sand (SC) FROM: Boring 2 ® 4' WC = 16.5%, DD = 105.7 pcf —200 = 44%, LL = 32, PI = 17 ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO WETTING Thee tnet na Ile appy ony to the samples tested, The teetUig report ehatl not he reproduced, ezaept In tutl, without the wdtlen approval of Humor oM A.saociaiee, Inc. Swell ConeoMaUen ieelln9 pertortned in accordance with ASTM D-4548, SAMPLE OF: Fill: Clayey Sand (SC) FROM: Boring P-2 ® 1' PI = 15 WC = 15.5%, DD = 111.2 pcf —200 = 47%, LL = 31, 1 EXPANSION UNDER CONSTANT PRESSURE UPON WETTING 0 Theae feat roauW oppy any to the a mplas tested. The tealing roport hal! nol Oe reproduced, except in lul4 riNoul the rr(tten DD�oI of Kunwr and Aasoclalea, Ina. Srell ConaoiWaUon kaUng performed In oecordanca rtth ASRA D-4548. W in 1 —2 Z 0 a -3 J O to Z O -4 -5 r 1 1D APPLIED PRESSURE - KSF 10 100 m E3 o� 1 m ,c N E 16-3-165 Kumar&Associates SWELL—CONSOLIDATION TEST RESULTS Fig. 4 PI = 15 EXPANSION UNDER CONSTANT PRESSURE UPON WETTING Theae feat roauW oppy any to the a mplas tested. The tealing roport hal! nol Oe reproduced, except in lul4 riNoul the rr(tten DD�oI of Kunwr and Aasoclalea, Ina. Srell ConaoiWaUon kaUng performed In oecordanca rtth ASRA D-4548. HYDROMETER ANALYSIS SIEVE ANALYSIS TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 24 HRS 7 NRS 100 SO d0 30 IB iQ B } 2" 3" 0 100 d8 MIN 5 60 MIN 19 MIN 4MIN 1MIN 20Q ! I i a so ! I � 20 so I I t I I 30 70 6o l I E I I I s0 z q So 50 I 4 I t II 1 I I � 60 40 70 30 9.5 f9 I 38.5 76.2 427 20 BO 20 I I i I 90 10 I I I I I L IQo 0 0 .009 .019 .037 .075 .t 50 .300 1.78 4.75 152 .001 .00Z .005 DIAMETER 425.600 02.36 OF PARTICLES IN MILLIMETERS SAND COBBLES RSE CLAY TO SILTFINEMEDI���GR�AVEL GRAVEL 4 % SAND 75 % SILT AND CLAY 21 LIQUID LIMIT 21 PLASTICITY INDEX 3 SAMPLE OF: Silty Sand (SM) FROM: Boring 3 0 19' 9 0 G These test results apply only to the sams sreporthshallo the E E, notested. testing reproduced. except In full, without the written 4 approval of Kumar & Associates, Inc. is in Stave analysts testing performed ASTM C136 accordance with ASTM D422, and/or ASTM D1140. 16-3-165 Kumar & Associates LLQ6 GRADATION TEST RESULTS Fig. 5 d 9.5 f9 I 38.5 76.2 427 20 T O m O O c0 N O _ ui co m N N N (a a O O O1 O) O O CO QQ LL C C m m m U- V = OO cf) ` N N p CO 3�co Nr M >, C [6 v o F=2: o m E -a) Z Z Un aa) U U N m m m m O O ca w a a cc J J m U U U J U J U U UUnUUnU U) U) m ra U v M u m U a 70 mC m a c c 0o m COtN ? J —j U m 0 m m to m m co 'O v m ca J m o m m mo -bo o=UU o U) Un co — U U- c: U) -- U-cn c — U- — LL- iLL U- U- Q O OG x N M N M O N M O O N tQ U m m O O 0 75 O O CO y • - c O h N V M 'ITt0 m -O -Oo N 5 „ CO N O m h O--- J E N co 'T N N N M J c c O m m N > N V C O V N 'IT Ir m c6 O aaz� 0 C c O h N c6 Un ca [6 CD m N o V I to Z_ U M r O r h h Q O N h O lo NII is 0 0 0 r O er- z p N _O !n C o O h O M O OD t0 CO t0 N to h N i- O t0 cf) N Lq Ln Z O 0 r N r am t0 to t0 t0 t0 CD CO t0 t0 m co U) r N " a0 ap W co m m m r V"��V'.p CCP Vr C .0 O a. m U � 0 J m E rn ca c co r N CO iu Kumar &u000nmtem Inc. Geotechnical and Materials Engineers and Environmental Scientists ACEC MEMBER 88UStockton Avenue; #4 Fort Collins, CO8O524 phone: (970) 416-9045 fax: (303) 742-9666 email: kaftcollins@kumarusa.com Office Locations: Denver (HC).Colorado Springs, Fort Collins, and Frisco, Colorado GEOTECHNICAL ENGINEERING STUDY AND PAVEMENT THICKNESS DESIGN PROPOSED VVADGVVORTHFUEL FACILITY RENOVATION NEAR THE SOUTHEAST CORNER C}FVVA[)SVVORTHBOULEVARD AND WEST 38 TmAVENUE WHEAT RIDGE, COLORADO Prepared By: Prepared For: Reviewed By: Joshua LBarker, P.E. Cadence Capital Investments, LLC O48USouth Fiddlers Green Circle, Suite 182O Greenwood Village, Colorado 8O111 Attention: Ms. Lindsey Winters Project No. 16-3-165 September 21, 2016 TABLE OF CONTENTS SUMMARY............................ .......................................................................................... ........... 1 PURPOSE AND SCOPE OF STUDY.........................................................................................2 PROPOSED CONSTRUCTION..................................................................................................2 SITECONDITIONS ............................. .......................................................................................2 FIELD EXPLORATION...............................................................................................................3 LABORATORY TESTING...........................................................................................................4 SUBSURFACECONDITIONS....................................................................................................3 GEOTECHNICAL ENGINEERING CONSIDERATIONS.............................................................4 FOUNDATION RECOMMENDATIONS......................................................................................5 SITE SEISMIC CRITERIA...........................................................................................................5 WATER SOLUBLE SULFATES..................................................................................................5 SURFACEDRAINAGE...............................................................................................................6 SITE GRADING AND EARTHWORK..........................................................................................6 PAVEMENTDESIGN...............................................................................................................10 DESIGN AND CONSTRUCTION SUPPORT SERVICES.........................................................13 LIMITATIONS...........................................................................................................................13 FIG. 1 — LOCATION OF EXPLORATORY BORINGS FIG. 2 — LOGS OF EXPLORATORY BORINGS AND LEGEND AND NOTES FIGS. 3 and 4 — SWELL -CONSOLIDATION TEST RESULTS FIG. 5 — GRADATION TEST RESULTS TABLE I — SUMMARY OF LABORATORY TEST RESULTS Kumar & Associates, Inc SUMMARY We have previously drilled four exploratory borings at the site. One additional exploratory boring was drilled for this study. About 3.5 to 6.25 inches of concrete was encountered at the ground surface. Beneath the concrete pavement, fill consisting of clayey sand to sandy lean clay was encountered in the borings to depths ranging from about 5 to 8 feet. The native soils encountered below the fill consisted of clayey sand to sandy lean clay to a depth of about 16 feet underlain by silty to clayey sand extending to the maximum explored depth of about 25 feet. The lateral extent, depth and degree of compaction of the existing fill were not determined as part of this study. The groundwater level was measured at depths of about 12 to 13.5 feet below the ground surface at the time of drilling. 2. The existing fill should be considered non -engineered and assumed to be unsuitable for support of structures and/or pavements. Recommendations for an option to leave a portion of the fill in place below pavements are discussed in the report. 3. Pavement section alternatives based on the on-site material properties and local industry standard of practice are presented below: Additional pavement design and construction criteria are presented in the body of this report. Kumar & Associates, Inc Asphalt Over LOCATION Asphalt Thickness Aggregate Base Concrete Thickness (inches) Course (inches) inches Light Duty 6% 4 over 8 6 Heavy Duty 7'/ 5 over 9 7 Additional pavement design and construction criteria are presented in the body of this report. Kumar & Associates, Inc FA PURPOSE AND SCOPE OF STUDY This report presents the results of a geotechnical engineering study for the proposed Wadsworth Fuel Facility renovation planned to be constructed near the southeast corner of Wadsworth Boulevard and West 38th Avenue in Wheat Ridge, Colorado. This study was performed in general accordance with our Proposal No. P3-16-201 to Cadence Development, LLC dated July 29, 2016 and revised on August 10, 2016. 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 were tested in the laboratory to determine their classification and engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop geotechnical engineering recommendations for design and construction of the project. 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 renovation are included in the report. PROPOSED CONSTRUCTION The renovation will include demolition of portions of the existing canopy system and construction of a redesigned overhead canopy system to the north of the existing building. A set of underground storage tanks are planned to be installed northeast of the existing building. The area surrounding the existing building will consist of paved parking areas and access drives. Based on the existing grades and proposed construction, we anticipate minimal site grading will be required for the building and pavements. If the planned construction or conditions are significantly different from those described above or depicted in this report, we should be notified to reevaluate the recommendations contained in herein. SITE CONDITIONS At the time of our field study, the site of the proposed construction was occupied by a single - story fueling station including a retail building and adjoining fuel dispensing islands, overhead canopies, and a single -story car -wash building located near the east edge of the site. The Kumar & Associates, Inc 3 buildings appear to be of cement block construction. The majority of the site is paved with concrete, which displayed some load -related cracking. The topography of the site was relatively flat and nearly level. FIELD EXPLORATION We have previously drilled four exploratory borings at the site for previous studies. One additional exploratory boring was drilled for this study. The exploratory borings were drilled to depths ranging from about 10 to 25 feet at the approximate locations shown on Fig. 1. Graphic logs of the borings and a legend and notes describing the soils encountered are presented on Fig. 2. The borings were advanced through the overburden soils with 4 -inch -diameter continuous flight augers. The borings were logged by a representative of Kumar & Associates, Inc. Samples of the soils materials were obtained with a 2 -inch I.D. California liner sampler. The sampler was driven into the various strata with blows from a 140 -pound hammer falling 30 inches using the standard penetration test procedure described by ASTM Method D1586. The interpreted penetration resistance values provide an indication of the relative density or consistency of the soils. Depths at which the samples were taken and the penetration resistance values are shown on the boring logs. Measurements of the groundwater levels were made in the borings by lowering an electronic water level indicator into the open hole shortly after completion of drilling. The depths of the groundwater levels measured are shown on the boring logs. SUBSURFACE CONDITIONS Beneath the concrete pavements, fill consisting of clayey sand to sandy lean clay was encountered in the borings to depths ranging from about 5 to 8 feet. The native soils encountered below the fill consisted of clayey sand to sandy lean clay to a depth of about 16 feet underlain by silty to clayey sand extending to the maximum explored depth of about 25 feet. Sampler penetration blow counts indicate the clayey sand to sandy lean clay is medium stiff to stiff in consistency and the silty to clayey sands are loose to medium dense. The lateral extent, depth and degree of compaction of the existing fill were not determined as part of this study. Kumar & Associates, Inc. El The groundwater level was measured at depths of about 12 to 13.5 feet at the time of drilling. The borings were backfilled immediately after drilling for safety reasons. Groundwater levels are expected to fluctuate with time, and may fluctuate upward after wet weather or subsequent to landscape irrigation. LABORATORY TESTING Samples obtained from the exploratory borings were visually classified in the laboratory by the project engineer and samples were selected for laboratory testing. Laboratory testing included index property tests, such as moisture content (ASTM D2216), dry unit weight, grain size analysis (ASTM D422), and liquid and plastic limits (ASTM D4318). Swell -consolidation tests (ASTM D4546, Method B) were conducted on samples of the soil to determine the compressibility or swell characteristics under loading and when submerged in water. The percentage of water-soluble sulfates was determined in general accordance with CDOT CP - L2103 for selected samples. The results of laboratory tests performed on selected samples obtained from the borings are shown to the right of the boring logs and on Fig. 2, and are summarized in Table I. Results of swell -consolidation tests performed on samples of the clayey sand fill and native clayey sand are presented on Figs. 3 and 4 and indicate the soils had a low compressibility to low swell potential. A sample of clayey sand fill consolidated about 0.5% when wetted under a 1 ksf surcharge while another sample swelled about 0.8% under a 0.2 ksf surcharge. A sample of natural clayey sand showed no movement -when wetted under a 1 ksf surcharge. GEOTECHNICAL ENGINEERING CONSIDERATIONS Fill was encountered below the pavement sections and extended to below the anticipated foundation elevations. The on-site fills should be considered non -engineered and unsuitable for support of structures and/or pavements. Ideally, all existing fill should be removed from below the pavements, and replaced with nonexpansive structural fill. Considering the existing fill appears to have been in place for a number of years and that overhead canopy structures and pavements can typically tolerate moderate levels of movement (settling or heaving), we believe that a portion of the existing fill materials may be left in place provided that the owner recognizes and accepts the potential for future movements. We have no way to accurately predict the potential magnitude of movements; however, canopy foundation and/or pavement Kumar & Associates, Inc. 5 movements on the order of 1'/ to 2 inches would not be impossible. We believe the risk of movements exceeding 1 -inch are low; however the potential for larger movements exist. The native clayey sand to sandy lean encountered below the fill appear to be nonexpansive and should be suitable for support of shallow foundations and pavements. FOUNDATION RECOMMENDATIONS Canopy Foundation: We recognize that fuel facility canopy foundations are commonly 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. An allowable bearing pressure of 2,000 psf should apply to drilled footing design. Additionally, a skin friction value of 150 psf may be accounted for in the design based on the interaction between the soil and sides of the drilled footing for use as axial support. The skin friction value is for direct contact between cast in place concrete and the adjoining supporting soils. We should be contacted to provide additional design recommendations if a conventional spread footing foundation is desired. SITE SEISMIC CRITERIA According to International Building Code (IBC) 2012, the overburden soil materials generally classify as IBC Site Class D. Based on the soil profile encountered in our borings and the standard penetration testing from the field exploration indicates that IBC Site Class D should be used in the design. Based on the subsurface profile, site seismicity, and the anticipated ground water conditions, liquefaction is not a design consideration. WATER SOLUBLE SULFATES The concentration of water soluble sulfates measured in two samples of the subsoils obtained from the exploratory borings was 0.00%. This concentration of water soluble sulfates represents 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. Based on the laboratory test results, we believe special sulfate resistant cement will generally not be required for concrete exposed to the on-site soils. Kumar & Associates, Inc. A SURFACE DRAINAGE Proper surface drainage is very important for acceptable performance of the structures 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 structures. 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. Exterior backfill should meet the requirements of the "Site Grading and Earthwork" section of this report. 3. The ground surface surrounding the exterior of the building should be sloped to drain away from the foundations 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. To promote runoff in unpaved areas, the upper 1 to 2 feet of the backfill adjacent to shallow foundations should be a relatively impervious material containing more than 30% passing the No. 200 sieve and compacted as recommended in the "Site Grading and Earthwork" section of this report. 5. Ponding of water should not be allowed in backfill material or in a zone within 10 feet of foundations or foundation walls, whichever is greater. 6. Roof downspouts and drains should discharge well beyond the limits of all backfill. SITE GRADING AND EARTHWORK Site grading should be planned to provide positive surface drainage away from all structures and pavement areas. The structures and parking areas should be placed as high as possible on the site so that positive drainage away from these features can be provided. Where Kumar & Associates, Inc. 7 practical, surface diversion features should be provided around pavement areas to prevent surface runoff from flowing across the paved surfaces. Site Preparation: The site should be prepared by removing all previous construction, including items such as existing underground storage tanks and associated piping, floor slabs and foundations of existing structures that will not be incorporated into the planned construction. Underground storage tank backfill, including squeegee and pea gravel, should be removed in its entirety during removal of the underground storage tanks. Prior to placing new fills, the exposed subgrade should be scarified to a depth of 12 inches, adjusted to a moisture content within the range of optimum and 3 percentage points above optimum, and recompacted to at least 95% of the standard Proctor (ASTM D698) maximum dry density. The compacted subgrade should be proofrolled with a heavily -loaded pneumatic -tired vehicle or a heavy, smooth -drum roller compactor. Areas that deform excessively during proofrolling should be removed and replaced to achieve a reasonably stable subgrade prior to placement of structural fill. Fill Material: Unless specifically modified in the preceding sections of this report, the following recommended material and compaction requirements are presented for structural fills on the project site. The geotechnical engineer should evaluate the suitability of all proposed fill materials for the project prior to placement. 1. Nonexpansive Structural Fill: Nonexpansive structural fill should consist of on-site soils Imported materials, if needed should have a maximum of 60% passing the No. 200 sieve, a maximum liquid limit of 30, and a maximum plasticity index of 12. Imported soils not meeting the above liquid limit and plasticity index criteria may be acceptable provided the swell criteria outlined in Paragraph 5 below are satisfied. 2. Fill Beneath Flatwork and Pavements: Fill placed for support of flatwork and pavements should consist of the moisture -conditioned on-site soils or imported fill meeting the requirements of Nonexpansive Structural Fill. Kumar & Associates, Inc. 3. Pipe Bedding Material: Pipe bedding material should be a free draining, coarse-grained sand and/or fine gravel. The on-site soils do not appear to be suitable for pipe bedding. 4. 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. 5. Material Suitability: Unless otherwise defined herein, all fill material should be non- to low -swelling, free of vegetation, brush, sod, trash and debris, and other deleterious substances, and should not contain rocks or lumps having a diameter of more than 4 inches. Fill material should be considered nonexpansive if the swell potential does not exceed Y2% when a sample remolded to 95% of the standard Proctor (ASTM D698) maximum dry density at optimum moisture content is wetted under a 200 psf surcharge pressure. 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. The overburden soils generally classify as OSHA Type B soils although the granular soils encountered at depths ranging from about 16 to 18 feet below the ground surface will classify as OSHA Type C soils. 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. In our opinion, excavation of the overburden soils should be possible with conventional hydraulic excavation equipment. Kumar & Associates, Inc. tr1 Our experience is that underground storage tanks are typically backfilled with a granular bedding material to ease and speed installation. We recommend that granular bedding material 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. Compaction Requirements: Extensive backfilling will be required for excavations resulting from removal of the existing underground storage tanks, foundations and underground utilities. Adequately moisture treating and compacting excavation backfill and all structural fills will be critical to adequate performance of foundations and pavements. We recommend the following compaction criteria be used on the project: 1. Moisture Content: Fill materials should be compacted at a moisture content within the range of optimum to 3 percentage points above optimum for the on-site clayey soils and within 2 percentage points of the optimum moisture content for imported predominantly granular materials. The contractor should be aware that the clayey soils, including on- site and imported materials, may become somewhat unstable and deform under wheel loads if placed near the upper end of the moisture range. 2. Placement and Degree of Compaction: Structural fill beneath foundations and slab -on - grade floors, and adjacent to shallow spread footing foundations, should be placed in maximum 8 inch lifts. Kumar & Associates, Inc. 10 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 D698) maximum dry density at moisture contents recommended above. Excessive wetting and drying of excavations and prepared subgrade areas should be avoided during construction. Construction Monitoring: A representative of the geotechnical engineer should observe prepared fill subgrades and fill placement on a full time basis. PAVEMENT 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 exploration and laboratory testing programs, the near -surface pavement subgrade materials encountered at the site generally classify as A-6 with group indices between 2 and 12 in accordance with the American Association of State Highway and Transportation Officials (AASHTO) soil classification system. Kumar & Associates, Inc. Percentage of Percentage of Area Standard Proctor Modified Proctor Maximum Dry Density Maximum Dry Density (ASTM D698/ (ASTM D1557, AASHTO T-99) AASHTO T-180 Fill Below Foundation 98 N/A Elements Fill Less Than 8 Feet 95 N/A Below The Ground Surface Fill More Than 8 Feet Below The Ground Surface 98 N/A Aggregate Base Course N/A 95 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 D698) maximum dry density at moisture contents recommended above. Excessive wetting and drying of excavations and prepared subgrade areas should be avoided during construction. Construction Monitoring: A representative of the geotechnical engineer should observe prepared fill subgrades and fill placement on a full time basis. PAVEMENT 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 exploration and laboratory testing programs, the near -surface pavement subgrade materials encountered at the site generally classify as A-6 with group indices between 2 and 12 in accordance with the American Association of State Highway and Transportation Officials (AASHTO) soil classification system. Kumar & Associates, Inc. 11 Soils classifying as A-6 would generally be considered to provide poor subgrade support. A resilient modulus value of 3,025 psi was assumed for the subgrade soil. 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. We frequently identify a "Light Duty" and a "Heavy Duty" pavement thickness requirement for similar projects. 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 provided below. Pavement Thickness Requirements: The following table presents the minimum pavement thickness for the project: 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 control joints to % of the depth of the slab at a maximum distance of 12 feet on center. Concrete pavements may be a suitable alternative for parking lots 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 Kumar & Associates, Inc. Asphalt Over LOCATION Asphalt Thickness Aggregate Base Concrete Thickness (inches) Course (inches) inches Light Duty 6% 4 over 8 6 Heavy Duty 7'12 5 over 9 7 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 control joints to % of the depth of the slab at a maximum distance of 12 feet on center. Concrete pavements may be a suitable alternative for parking lots 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 Kumar & Associates, Inc. 12 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. The pavement thicknesses were calculated using design the DARWinTM software program. Pavement Material Recommendations: The asphalt mix should meet the latest requirements of the CDOT Standard Specifications for Road and Bridge Construction. The asphalt placed for the project should be designed in accordance with the SuperPave gyratory mix design method. The mix should meet Grading S or SX requirements and a SuperPave gyratory design revolution (NDEs) of 75 should be used in the design process. A PG 58-28 or 64-22 asphalt binder should be used for the mix. Portland cement concrete should meet the current requirements for CDOT Class P concrete. The control joints should be caulked. Subgrade Preparation: Prior to placing the pavement section, the entire subgrade area should be thoroughly scarified and will -mixed to a depth of 12 inches, adjusted to a moisture content within -1 to +3 percentage points of optimum, and compacted to at least 95% of the standard Proctor (ASTM D698) maximum dry density. Just prior to placement of the pavement section, the subgrade should be proofrolled with a heavily loaded pneumatic -tired vehicle. Pavement design procedures assume a stable subgrade. Areas which deform excessively under heavy wheel loads are not stable and should be removed and replaced to achieve a stable subgrade prior to paving. Kumar & Associates, Inc. 13 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 construction 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. This will allow us to identify possible variations in subsurface conditions from those encountered during this study and to allow us to re-evaluate our recommendations, if needed. We will not be responsible for implementation of the recommendations presented in this report by others, if we are not retained to provide construction observation and testing services. 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 the data obtained from the exploratory borings at the locations indicated on Fig. 1, and the proposed type of construction. This report may not reflect subsurface variations that occur between the exploratory borings, 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 & Associates, Inc. is not responsible for liability associated with interpretation of subsurface data by others. Swelling soils occur on this site. Such soils are stable at their natural moisture content but will undergo high volume changes with changes in moisture content. The extent and amount of Kumar & Associates, Inc. E perched water beneath the building site as a result of area irrigation and inadequate surface drainage is difficult, if not impossible, to foresee. The recommendations presented in this report are based on current theories and experience of our engineers on the behavior of swelling soil in this area. The owner should be aware that there is a risk of constructing a building in an expansive soil area. Following the recommendations given by a geotechnical engineer, careful construction practice and prudent maintenance by the owner can, however, decrease the risk of foundation movement due to expansive soils. JAH/ cc: Book, file Kumar & Associates, Inc. �= a !'A .� RA RV AM AM R e 3g*,s moi* • • • �"' �h lea l` {i Y'� �,� T T � ....' a a I- 1. Associates Kumar •+, , •./.. BORINGS. EXPLORATORY .� 0 (� 110 w La 15 a w a m 25 30 ` -f 16-3-165 BORING i BORING 2 BORINGS DRILLED MAY 29, 2015 7/12 (3 WC=17.0 DD=111.3 21/12 WC= 13.9 DD=111.9 WSS=0.00 12/12 7/12 WC=18.0 DD=112.7 -200=41 LL=28 PI=16 10/12 12/12 N IN PARENTHESES TO LEFT OF THE 11/12 N CLAY (CL), FINE TO COARSE GRAINED SAND, 14/12 WC= 16 DD= 101 -200=;Y (CL), FINE TO MEDIUM GRAINED SAND, MEDIUM LL=32 BROWN TO GRAY. PI=17 A-6 (y FINE TO COARSE GRAINED, LOOSE TO MEDIUM 12/12 LINER SAMPLE. THAT 7 BLOWS OF A 140 -POUND HAMMER 15/12 DRIVE THE SAMPLER 12 INCHES. WC=22AT THE TIME OF DRILLING. DD= 104 -200=( LL=40 P1=24 9/12 ) ON MAY 29, 2015 AND AUGUST 25, 2016 WITH A WER AUGER. RINGS WERE MEASURED APPROXIMATELY BY PACING N PROVIDED AND SHOULD BE CONSIDERED ACCURATE :THOD USED. 16/12 )RINGS WERE NOT MEASURED AND THE LOGS OF THE )EPTH. N THE EXPLORATORY BORING LOGS REPRESENT THE RIAL TYPES AND THE TRANSITIONS MAY BE GRADUAL. )GS WERE MEASURED AT THE TIME AND UNDER THE WATER LEVEL MAY OCCUR WITH TIME. 6); SIEVE (ASTM D 422); :VE (ASTM D 1140); °-L 2103); INDEX) (AASHTO M 145). Kumar & Associate EXPLORATORY BORINGS ' Fig. 2 SAMPLE OF: Clayey Sand {SC} FROM: Boring 1 CCS 14' WC = 18.0%, DD = 112.7 pcf —200 = 41 %, LL = 28, PI = 16 NO MOVEMENT UPON uyETTl,yr 0 1 These test results oppy ony to the ampler tested. The lesttng report shall not he roproduced, except in lui4 without the rrdlten opproval of Kumon and /saoabtm, Ins. Snell ConwlldaUon iesiinp o rtormed In accordoMe aiU ASi4i D-4S�6. J w 3 N 0 i z 0 —1 a 0 J O (n z —2 O V —3 1 to APPLIED PRESSURE — KSF 10 100 1 v 0 J JUj N —1 I z a —2 o Q 0 '^ ' J O z —3 m o e ` —4 E3 of 1A APPLIED PRESSURE — KSF 10 100 eN o e 16-3-165 Kumar & Associates SWELL—CONSOLIDATION TEST RESULTS Fig. 3 SAMPLE OF: Clayey Sand {SC} FROM: Boring 1 CCS 14' WC = 18.0%, DD = 112.7 pcf —200 = 41 %, LL = 28, PI = 16 NO MOVEMENT UPON uyETTl,yr SAMPLE OF: Fill: Clayey Sand (SC) FROM: Boring 2 ® 4' WC = 16.5%, DD = 105.7 pcf —200 = 44%, LL = 32, PI = 17 ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO WETTING These test results oppy ony to the ampler tested. The lesttng report shall not he roproduced, except in lui4 without the rrdlten opproval of Kumon and /saoabtm, Ins. Snell ConwlldaUon iesiinp o rtormed In accordoMe aiU ASi4i D-4S�6. 0 50 40 3 58 IO 8 ] 8" 3 A' 5"6 8 ' 1 HYDROMETER ANALYSIS I SIEVE ANALYSIS I I t I I TIME READINGS i I U.S. STANDARD SERIES CLEAR SQUARE OPENINGS � 24 HRS 7 HRS 5 60 MIN 19 ON 41.IIN ISAIN 200 Is MI" #1 I I 0 I I 100 1 l i 0 90 20 SO I 1 i i f I 30 70 i i � I i I I i t — i i I ri I i l) 40 60 v 9 38.1 76.2 f27 20 — ia so 56 6o a ° 40 30 70 80 20 90 10 O .001 .002 ,005 .069 .019 .037 .075 .750 Lj loo 0 .300 425.600 7.18 210 .36 4.75 9.5 1 152 DIAMETER OF PARTICLES IN MILLIMETERS SAND GRAVEL COBBLES CLAY TO SILT FINE MEDIUM COARSE FINE COARSE GRAVEL 4 X SAND 75 % SILT AND CLAY 21 % LIQUID LIMIT 21 PLASTICITY INDEX 3 SAMPLE OF: Silty Sand (SM) FROM: Boring 3 Q 19' e i L These test results apply only to the z The samtesting sreporthshe E3 Ite'otsted. be reproduced, except In full, without the written nn approval of Kumar & Associates, Inc. Steve analysis Is ling Is performed In accordance with ASTM 0422, ASTM C136 and/or ASTM D1140. �G E 16-3-165 Kumar & Associates GRADATION TEST RESULTS Fig. 5 o% 0 50 40 3 58 IO 8 ] 8" 3 A' 5"6 8 ' 1 I i I I I I t I I i I � I I I I I 1 l i I 1 i i f I i i � I i I I i t — i i I ri I i l) 9 38.1 76.2 f27 20 J J U U U U U U U m Co o m m ca U) CO _0 C/) m U m 0 m a) (n m m v v m M -' m -' CO m m m mU oU a�UU Z u) U) U .. c .. c — CO _ — LL C!) U- co LL LL LL U- d 3 O OC y N M N M O N M CO CD M ID I? c < << QQQ N C4 U m Ch O 5 O O U -� o O N M t0 fn m -2 Oo m 5 00 N O m !� N M R N N N M J C CD c O m �- I�- aaz� 0 a � � c c O m � U m m {� v t0 O N cc Q m r r 0 0 0 r r 0 r Z p m O O O t0 «f IO N 01 LO Co i� M M t0 N 1- I- O N Lo''.,. Z 0 r N r 11') � tt3 tt) t0 CO CO C0 t[? tt71. m m pFo- m�commrnrnrnmm m m O a CD v p O J m CL E C (n 'O <- N N M M M r a N a CO Gty of Wh6atf d co umTy DEVELOPMEN, __ge Building & Inspection Services Division P4 7500 W. 29" Ave., Wheat Ridge, CO 80033 fix Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 I FOR OFFICE USE ONLY I Date: Plan/Permit # C ao I "/ 0 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: _?,7qo w4orevoArH Lva, Property Owner (please print): /,( �y Am" r 4'L 6- Phone: )zc,- /q3-5iog Property Owner Email: Co&_,6q-0ky-c46C1qif'. Mailing Address: (if different than property address) Address: Y710 City, State, Zip: t y' -V 5003s Arch itectlEngineer•: Arch itect/Engineer E-mail: &z'L?-0-560, C -OA Phone: Contractor: 45ca C_ Contractors City License #: / -7 z z10 Phone: 700- 1159-11o� Contractor E-mail Address: &_ 146.5'c. " - C001 Sub Contractors: Electrical: �,ka -14< Plumbing, ___ Mechhai ir' W.R. City License# 1'7Z11,q W �Cl License # :R— City License # Other Cit nub: Other City Licen§ye�. "Ans Cie # City Licrse� Complete all information on BOTH sides of this form 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) ` ti' 1f3 ck,1g c4 ® '4A (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.) IAI.rTAt� L C2) on/ t//" 1- %`j`e d, F°rA LL ("-) ,4— "") JA/X ` 6L-(() WM.L 42t4 C4 t N �f'T t L. CC3 ) C A"016" f'""-$ E 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) R , 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. CIRCLE ONE: (OWNER) CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME:aCK cDL1 SIGNATU_, DATE: l t f Q,a/ Building Division Valuation: 7500 W. 29th Avenue Wheat Ridge, CO 80033 Tax Division (303) 235-2820 www.ci.wheatridge.co.us LICENSE AND RECEIPT ISSUED TO: YESCO LLC YESCO LLC 1605 S GRAMERCY RD SALT LAKE CITY UT 84104-4888 LOCATION: YESCO LLC OUTSIDE CITY LIMITS WHEAT RIDGE CO LICENSE NUMBER: 10768.1 LICENSE TYPE DATE ISSUED EXPIRATION DATE FEE PAID GENERAL BUSINESS AND TAX 01101 /2014 12/31/2017 $20.00 J Licenses are issued in accordance Nvith and subject to all applicable sections of the Wheat Ridge Code of Laws. Licenses are not transferable and are not refundable. SPECIALTY LICENSES MUST APPLY FOR RENEWAL 45 DAYS BEFORE EXPIRATION. The Wheat Ridge Code of Laws may be viewed at: www.municode.corn W05021 - q wl- City Manager MT40NEM-up Freestanding Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new freestanding signs. You will also need to create a site plan and a detail sheet of the signage. Project vO. Contractor: "a zcC- You are allowed 1 freestanding sign for every street right-of-way adjacent to your property. The allowable sign size is related to building size. Step 1: Determine the square footage of the building: Building size (in square feet): (This will be inserted in the formula below) Step 2: Complete the appropriate allowable signage formula: If the building is 0 —1,500 square feet in size, you are allowed a 35 square foot sign. If the building is 1,501 — 5,000 square feet in size, complete the following: j y-76 - 1,501 = l 7� - 50 = + 35 = `� Building size Allowed sign size If the building is 5,001 — 50,000 square feet in size, complete the following: - 5,001 = ' 500 = + 100 = Building size Allowed sign size If the building is 50,000 + square feet in size, complete the following: - 50,001 = � _ 1,000 = � + 190 = Building size Allowed sign size The "allowed sign size" may be placed on each side of the freestanding sign. F] Check here if the sign is existing and you are replacing a cabinet or face with the same size cabinet or face. Continued on back The sign must meet a setback from the street right-of-way. If the sign is less than 7 feet in height, the sign must be setback 5 feet. If the sign is between 7 feet and 15 feet the sign must be setback 10 feet. For most freestanding signs, the maximum height is 15 feet. For properties within '/4 mile of the interstate, freestanding signs may be 50 feet tall. These signs must be setback at least 30 feet from the street right-of-way. Step 3: Determine the height of the new sign: The new proposed freestanding sign will be feet tall. Step 4: Determine the setback from the street right-of-way: The new proposed sign will be setback feet from the street right-of-way. All freestanding signs must adhere to the sight distance triangle requirements as listed in Section 26-603 of the Code of Laws. You must include a site plan which details the location of the freestanding sign, building and drive areas. Show all new and existing signage (include the square footage and height of all existing signs). Please include a detail of the proposed sign, including the overall square footage and height, as well as any electrical and structural details which may be pertinent. Wall Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Add ress: ,Onualc -N i?,t vO Contractor: LC e You are allowed 1 square foot of signage for every I linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 - '75' feet Wall 2 - Y7 feet Wall 3 - '7 5' feet Lf -7 -Feet Step 2: The length of the wall is the allowable square footage for the wall sign. * Wall 1 allowable signage- 125 square feet PRo9o;/-O;J—LR4. -63-5 "A y * Wall 2 allowable signage- -7 — square f eet-f&euA-P-- �-gt, r> * Wall 3 allowable signage- -?S- — square feet -De-a- �.s:�ALT, E wail 4aitowdbt, sisr%z5le-A, LS 8 L -D C e S Ju are f"rt Site Plan Title Structural Engineering Calculations for: 7 -ELEVEN #38084 3790 Wadsworth Blvd. Wheat Ridge, CO 7'-0" oah Monument Sigh A a YScity of R 0, a I "rvt:LUj.A4 heat Ridge Build' 13tvisim in r Ons Index Pons Exominer Title ....................................... pia Do* Page 1 Basis for Design ....................................... 2 Wind Loads .......................... Validity 01 it: the issuance of a perrrot or oporaval of plans, Ecitions ano COMPutations Oxg not be a peffriff, sm or an (Pipe) Column Design ......................... 4013WOvO140, any violation to onv of the provftM of 0* bukkV (HSS) Column Design ..................................... j;Ve of of any City orchnoom. penrft pfewfnkV to vivo Bolted Plate Connection ......................... Outhority ter violate or cancel the PmvWons of Ithe &*kq Coft ordinonces of the CltV snON not be Valid. Footing Design ....................................... 7 Drawing....................................... S1 Prepared by: Barney Williams Reviewed by: Ben Jones Corporate Engineering 1605 South Gramercy Road Salt Lake City, UT 84104 Phone: 801.487.8481 N F city or ' Wheat "idge Basis BASIS FOR DESIGN Project: 7 -ELEVEN #38084 Descript: 7'-0" oah Monument Sign Ref: BUILDING CODE: 2012 EDITION OF THE INTERNATIONAL BUILDING CODE. LIVE / SNOW LOADS: 30 PSF GRAVITY/ DEAD LOADS: EXTRUDED ALUM SIGN CABINETS = 10 PSF STEEL FRAME SIGN CABINETS = 15 PSF LATERAL LOAD PARAMETERS: SPECIAL WIND REGION WIND SPEED PER LOCAL MUNICIPALITY DATA WIND: WIND SPEED, V,,it = 105 MPH, 3 -SECOND GUST WIND EXPOSURE = C SEISMIC: < WIND, WIND GOVERNS STEEL: PLATES (PL) AND SHAPES: ASTM A36, Fy = 36 ksi TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 ksi WELDING: LOW HYDROGEN, E70 SERIES RODS BOLTS: ASTM A325 FABRICATION AND ERECTION TO COMPLY WITH LATEST AISCSPECIFICATIONS. FOUNDATIONS: SOIL PARAMETERS: ALLOWABLE PASSIVE LATERAL PRESSURE = 150 PSF/FT CONCRETE: FOUNDATION POURED AGAINST NATURAL GRADE OR COMPACTED ENGINEERED FILL. MINIMUM 28 DAY STRENGTH, f'c = 2500 PSI Page 2 City, Column WIND LOAD CALCULATIONS USED FOR SIGN COLUMN DESIGN Project: 7 -ELEVEN #38084 Descript: T-0" oah Monument Sign Ref: ASCE 7-10, Chapter 29; AISC Steel Construction Manual, 14th Edition Wind Speed, V „it: 105 MPH Exposure: C Velocity Pressure Calculation Table: qh = 0.00256KhKZtKdV2 (psf)............. ASCE 7-10 (Eq 29.3-1) Area # qh = 0.00256 Kh KZt Kd V2 1) 20.37 0.00256 0.849 1.0 0.85 11025 2) 20.37 0.00256 0.849 1.0 0.85 11025 Design Wind Load Calculation Table (Case A & B): Qult = W = qhG Cf (psf) >16 psf........ ASCE 7-10 (Eq 29.5-2) & Sec 29.8, C29.3.2 Area # W (psf) qh G Cf s/h B/s 1) 27.5 20.37 0.85 1.59 0.739 1.573 2) 23.4 20.37 0.85 1.35 1.000 4.781 Page 3 Design Wind Load Calculation Table (Case C): Quit = W = qhG Cf (psf) >16 psf......... ASCE 7-10 (Eq 29.5-2) & Sec 29.8, C29.3.2 Sign Cabinet Depth, L p ' r - WOtos— - Wsto2s— W2s to 3s-- - W3sto10s- Area # (ft) Cf, 0 to s Cf, s to 2s Cf, 2s to 3s Cf, 3s to 10s (psf) (psf) (psf) (psf) 2) 2.00 1.80 1.16 0.83 0.62 31.15 20.16 14.45 lali wh. k4 (pipe)Column (PIPE)SIGN COLUMN DESIGN Project: 7 -ELEVEN #38084 Descript: 7'-0" oah Monument Sign Ref: ASCE 7-10, Chapter 29; AISC Steel Construction Manual, 14th Edition, ASD Design Page 4 Wind Speed, V "it: 105 MPH Exposure: C Consider Case B: No Case C: Yes Areas Subject to Wind Forces Case B Ecc. Factor: 0.20 Description Height (s) (ft) Width (8) (ft) Area (sqft) Centroid (ft) Top (h) (ft) 0.6 W(Wind) (psf) Sign Cabinet Weight (psf) 1) Sign Cabinet 2) Base 5.17 1.83 8.13 8.75 42.03 16.01 4.42 0.92 7.00 1.83 16.51 14.02 10 15 Calculation of Design Forces at Critical Heights Governing Load Combination (ASD): D + 0.6W y (ft) M.6w+Mo (k -ft) M.6w+Mo (k -in) V.6w (kips) @ grade 3.27 39.2 0.919 1.83 1.79 21.5 0.347 7.00 Capacity Stage Calc. of Eccentric Dead & Wind Load Moments /Torsion Sign Area Pp (kips) e' (ft) MD (kip ft) TW (kip ft) 1) 2) 0.420 0.240 0.001 0.0 0.284 Sign Column Design Table Pipes (P), Fy =42 ksi Square (HSS), Fy = 46 ksi Column # of Column Column Length Spacing Start End Sleeve Capacity Stage Columns Type Size C to C Elev Elev Depth Check (P, HSS) (ft) (ft) (ft) (ft) (in) 1st 1 P 3.50x.216 5.33 -3.500 1.830 N/A OK 2nd 1 HSS 4XX.250 5.17 1.830 7.000 N/A OK M r M„/f) V r V„/f1 Tr T„/f1 Pr P,10 Combined,Forces with P -d AisC 60. (kip ft) (kip ft) (kips) (kips) (kip ft) (kip ft) (kips) (kips) l-1orH3-6 1st 3.303 4.588 0.919 15.71 0.3 4.32 0.738 15.1 0 2nd 1.812 10.8 0.347 26.9 9.02 0.273 61.6 1 . AA 17 (HSS)Column (HSS)SIGN COLUMN DESIGN Project: 7 -ELEVEN #38084 Descript: 7'-0" oah Monument Sign Ref: ASCE 7-10, Chapter 29; AISC Steel Construction Manual, 14th Edition, ASD Design Page 5 Wind Speed, V,,,,: 105 MPH Exposure: C Consider Case B: No Case C: Yes Areas Subject to Wind Forces Case B Ecc. Factor: 0.20 Description Height (s) (ft) Width (8) (ft) Area (sqft) Centroid (ft) Top (h) (ft) 0.6 W(Wind) (psf) Sign Cabinet Weight (psf) 1) Sign Cabinet 2) Base 5.17 1.83 8.13 8.75 42.03 16.01 4.42 0.92 7.00 1.83 16.51 14.02 10 15 Calculation of Design Forces at Critical Heights Governing Load Combination (ASD): D + 0.6W y (ft) M.6W+Mp (k -ft) M.6W+Mp (k -in) V.6W (kips) @ grade 3.27 39.2 0.919 1.83 1.79 21.5 0.347 7.00 Capacity Stage Calc. of Eccentric Dead & Wind Load Moments /Torsion Sign Area Pp (kips) e' (ft) Mo (kip ft) TW (kip ft) 1) 2) 0.420 0.240 0.001 0.0 0.284 Sign Column Design Table Pipes (P), Fy =42 ksi Square (HSS), Fy = 46 ksi Column # of Column Column Length Spacing Start End Sleeve Capacity Stage Columns Type Size C to C Elev Elev Depth Check (P, HSS) (ft) (ft) (ft) (ft) (in) 1st 1 HSS 3XX.188 5.33 -3.500 1.830 N/A OK 2nd 1 HSS 4XX.250 5.17 1.830 7.000 N/A OK M M „/f2 V r V'/f) T, T„/f) Pr P /f? - Combined Forces With P -A AISC 360. (kip ft) (kip ft) (kips) (kips) (kip ft) (kip ft) (kips) ki ' to H3 s 1st 3.303 4.522 0.919 15.11 0.3 3.81 0.736 16 0.7f 2nd 1.812 10.8 0.347 26.9 9.02 0.273 �. �.1 Pier -Caisson LATERAL BEARING PIER AND CAISSON FOOTING Project: 7 -ELEVEN #38084 Descript: T-0" oah Monument Sign Ref: 2012 IBC, Section 1807.3.2.1, 1806.3.4 & 1806.2 # Footings = 1 Moment/Footing, M= 3,303 Pass lat soil res, q = 150 psf Shear/Footing, P=V= 919 Composite Centroid, h= 3.60 Unconstrained Rectangular Pier Length, L= 2.5 ft, parallel to sign face Width, W= 2.5 ft, perpendicular to sign face Depth, first iteration, D = 3.57 ft Depth, D=0.5A(1+[1+(4.36h/A)]1/2} = 3.57 ft, (Equation 18-1) Actual Depth, Dactuai= 3.75 ft S1=(2)(q)(D/3)= 357 psf, (Section 1806.3.4) b=(W2+L2)1/2 = 3.54 ft A=2.34P/(Slb)= 1.70 Unconstrained Round Caisson Diameter, b= 2.0 ft, round augured hole Depth, first iteration, D = 4.49 ft Depth, D=0.5A(1+[1+(4.36h/A)]1/2} = 4.49 ft, (Equation 18-1) Actual Depth, Dactuai= 4.50 ft S1=(2)(q)(D/3)= 449 psf, (Section 1806.3.4) A=2.34P/(Slb)= 2.40 Page 7 lb -ft Ib ft Plate Conn Page 6 PLATE TO PLATE BOLTED CONNECTION Project: 7 -ELEVEN #38084 Descript: 7'-0" oah Monument Sign Ref: AISC "Steel Design Guide 1", 2"d Edition & AISC 360-10: F11.1., J3.6 & J3.7 Plate Design (ASTM A36 Plate) # of Match Plate Connections = 1 Minimum Column Dimension, OD = 4.00 Column type: Box Tube Number of Bolts, n = 2 Moment Transferred to Plate, M = 21.5 Total Bolts Per Plate = 4 Bolt Line Spacing, L = 4.50 Base Plate Dimensions: N(perp) _ Tension per Bolt Line, T= 5 Max Moment on the Plate, MPI = 1.7 Min. Plate Thickness, trr,in = 0.161 in, perpendicular to sign face per line, front & back kip -in, from "Sign Column Design" sheet in, front to back 8.00 B(par) = 12.00 in kips, = MIL, simple moment couple kip -in, = T((L-OD)/2) in, = tmin =FBFyp (Eq F11-1, Solved for tm;") Actual Plate Thickness = 0.500 in Bolt Design (ASTM A325N bolts in bearing connection) Tension per Bolt, Ta = 2.389 kips = T/n Trial Gross Area of Bolts, Ag = 0.110 in 2 = 2T p/0.75F„ Trial Diameter of Bolts, D = 0.374 in Ab = 0.196 in 2 Actual Bolt Diameter to be Used Da= 0.500 in Shear per bolt = 0.087 kips Allowable Shear Strength = 2.278 kips = 0.45A b F„/2 Available Tensile Strength (with Shear) = 4.271 Kips/ Anchor, (Eq. J3-2 & J3 -3b) OK city of heat Rids , go 2'-0" FRAME, ( (ROCK) REQD. I 8'-8%" (ROCK) FRAME, AS REQD. --------------------- OUTLINE OF ROCK WORK, — PER ART DWGS. HSS BASE FRAME, EXACT SIZE TO BE DETERMINED BY H ROCK THICKNESS G F1 5,-2" 7'-0" E 7■ AN 8'-1%" (CABINET) SHIPPED IN CABINET(S) I 1' -0 - (CABINET) 10�=A SECTION VIEW 2 13 SCALE.1/2 —1 0 8'-8%" 8'-14" V-10" I I I I II II 4 3'-9" UNDISTURBED ( a. e NATIVE SOIL SHIPPED IN CABINET(S) (E) HSS 4x4xY" A 2 FABRICATED ALUM. DRIP CAP HSS 1y"x1y"xy„ FRAMING, TYP. PER SHOP DWGS. OUTLINE OF ROCK WORK, (�— PER ART DWGS. GRADE ELECTRICAL — _ TO SIGN, TO SUIT i— PIPE, 3" STD., OR HSS 3x3x3/6" —' 2500 PSI i CONCRETE °a FOOTING I 3" MIN. 1 Z-6" SQ. — 1 ELEVATION VIEW SCALE: 1/2" = 1'-0" ALTERNATE AUGURED FOOTING; 2'-0"0 x 4'-6" DEEP c I 5 1 4 1 s 1 2 1 1 GENERAL STRUCTURAL NOTES DESIGN CRITERIA 1. BUILDING CODE: IBC 2012 2. DEAD LOAD: SIGN CABINETS — 15 PSF FRONT ELEVATION AREA 3. WIND LOAD: V uit = 105 MPH (3 SECOND GUST), EXP. C 4. SNOW LOAD: 30 PSF STRUCTURALSTEEL 5. DESIGN AND FABRICATION ACCORDING TO AISC-ASD, 14TH EDITION 6. PIPE: (HSS ROUND) ASTM A53 GRADE B, FY= 42 KSI 7. STEEL TUBE (HSS): ASTM A500 GRADE B, FY= 46 KSI 8. ANGLE: ASTM A36, FY= 36 KSI 9. STEEL PLATE & ROD: ASTM A36 10. BOLTS: UP TO AND INCLUDING Y2"0 = SAE GRADE 5 11. BOLTS: > Y2"O = ASTM A325N (W/ HARDENED WASHERS) WELDING 12. DESIGN AND FABRICATION ACCORDING TO AWS D1.1, CURRENT EDITION. 13.E70XX ELECTRODES FOR SMAW PROCESS 14. 16" MIN FILLET WELD UNLESS OTHERWISE NOTED FOUNDATION 15. CONCRETE COMPRESSIVE STRENGTH, Vc = 2500 PSI AT 28 DAYS MIN. 16. CONCRETE POURED AGAINST UNDISTURBED NATIVE SOILS 17. SOIL ALLOWABLE LATERAL BEARING CAPACITY = 150 PSF/FTF ELECTRICAL NOTES 18. PROVIDE ACCESSIBLE WEATHERPROOF DISCONNECT SWITCH FOR ALL ILLUMINATED SIGN ELEMENTS 19. ALL CABINETS TO BE BUILT TO UL 48 STANDARDS 20.ALL ELECTRICAL COMPONENTS AND WIRING TO CONFORM TO NEC 600 STDS. OTHER NOTES 21.SEE ART DRAWINGS FOR SIGN FINISHES, COLORS, AND LIGHTING SPECS. 22.ALL STEEL IN CONTACT WITH ALUMINUM TO BE PRIMED AND PAINTED SHIPPED IN CABINET — (E) PL. %4"x8"x1'-0" (FACES NOT SHOWN) (VERIFY W/ SHIPPED (E) HSS 4x4 IN CABINET (4) Y2"O THRU BOLTS HSS BASE SAE GRADE 5 i i FRAMING ALUM. DRIP CAP i i I � SUPPORT (N) MATCH PLATE COLUMN ROCK END (VIEW TO MATCH SHIPPED FINISHED R OUTLINE IN CABINET A CONNECTION DETAIL NOTE: EXACT DETAILS FOR SHIPPED IN CABINET NOT AVAILABLE AT TIME OF THIS DRAWING. CALCULATIONS FOR MATCH PLATE, BOLT SIZE, AND BOLT SPACING BASED ON SIMILAR, BUT SMALLER, CABINET, AND CONSIDERED TO BE WORST CASE SCENARIO. VERIFY PLATE DIMENSIONS AND BOLT SPACING PRIOR TO FABRICATION. TS FRAME W/ L 1i2"x1Y"xy" VERTICALS @ l'-6"± O.C. BACKER BOARD SUPPORT ROCK VENEER, PER DESIGN Y2" CONCRETE BACKER BOARD MORTAR BED #10 SELF TAPPING SCREWS @ 6" O.C. L 2x2x3/6" LEDGER (ALL AROUND) FOR ROCK SUPPORT 2%.' - (VERIFY WITH ROCK) B ROCK DETAIL SCALE: N.T.S. R YESCO ENGINEERING 1605 South Gramercy Rd. Salt Lake City, LIT 84104 (801) 487-8481 www.yesco.com © 2014 YESCO LLC, All rights reserved Revisions Drawnby.....................................B.......ARNEY W.............. Checked by. .......... -- ............. - ............. ...1 :4 3790 WADSWORTH BLVD. WHEAT RIDGE, CO Engineer....................BEN JONES Account Exec ............JOHN CURRAN Designer....................NIA Date: 12-19-16 CSF . �0 r5435 AS SHIPPED (E) PL. 4"x8"x1'-0" (4)Y2"0 THRU BOLTS 8" (VERIFY SIZE) SAE GRADE 5 (VERIFY) HSS BASE FRAMING (N) MATCH PLATE 4 SIDES A36, y" x AS REQD. 1/8 V 1 - 4 FRONT VIEW E70 3/16 AS SHIPPED 4y" (VERIFY) Y) SHIPPED IN CABINET — (E) PL. %4"x8"x1'-0" (FACES NOT SHOWN) (VERIFY W/ SHIPPED (E) HSS 4x4 IN CABINET (4) Y2"O THRU BOLTS HSS BASE SAE GRADE 5 i i FRAMING ALUM. DRIP CAP i i I � SUPPORT (N) MATCH PLATE COLUMN ROCK END (VIEW TO MATCH SHIPPED FINISHED R OUTLINE IN CABINET A CONNECTION DETAIL NOTE: EXACT DETAILS FOR SHIPPED IN CABINET NOT AVAILABLE AT TIME OF THIS DRAWING. CALCULATIONS FOR MATCH PLATE, BOLT SIZE, AND BOLT SPACING BASED ON SIMILAR, BUT SMALLER, CABINET, AND CONSIDERED TO BE WORST CASE SCENARIO. VERIFY PLATE DIMENSIONS AND BOLT SPACING PRIOR TO FABRICATION. TS FRAME W/ L 1i2"x1Y"xy" VERTICALS @ l'-6"± O.C. BACKER BOARD SUPPORT ROCK VENEER, PER DESIGN Y2" CONCRETE BACKER BOARD MORTAR BED #10 SELF TAPPING SCREWS @ 6" O.C. L 2x2x3/6" LEDGER (ALL AROUND) FOR ROCK SUPPORT 2%.' - (VERIFY WITH ROCK) B ROCK DETAIL SCALE: N.T.S. R YESCO ENGINEERING 1605 South Gramercy Rd. Salt Lake City, LIT 84104 (801) 487-8481 www.yesco.com © 2014 YESCO LLC, All rights reserved Revisions Drawnby.....................................B.......ARNEY W.............. Checked by. .......... -- ............. - ............. ...1 :4 3790 WADSWORTH BLVD. WHEAT RIDGE, CO Engineer....................BEN JONES Account Exec ............JOHN CURRAN Designer....................NIA Date: 12-19-16 CSF . �0 r5435 II II it 0 m 0 U) 5' PUBLIC SERVICE UTILITY EASEMD REC. NO. 9003615 1 10' UTILITY, SIGNAGE ANDI SIDEWALK EASEMENT REC. NO. 90036528 Site Plan 1"'=40` 5300 'h"'A ,.,ad l Jlarksx'mhe. FL '2H 904236.460 WEST 38TH AVENUE R.O.W. VARIES PERMANENT RTD EASEMENT REC. NO. 91071846 la MV ELEVEN! 7 -Eleven #38084 (1039690) 3790 Wadsworth Boulevard 'Wheat Ridge, Colorado 80053 Emmmmmmm F:\Custurners\7 Eleven\Art \SVE-1403-R5 #38084 ,I r L' I d,111 'W�' 0 1 08.23,16 00 Ongioal ConCePt 09,12.16 R! Revised sign A. 10 ,03.16 R2 Revised sign A to new py!ot! stfucture 12 06,16 P3 Revised s A. bufldinq eievation s & fued, canopy 12.13.16 R4 Revised fuel c3riopy add 7 -Eleven aa�nat 1216,16 _P,5 Revise f..nopy to R3 layoulwit'n mojed. mh rnh mh mh ren mh, Salesperson: rq PM: bb Designer: mh Page: I customer approval date: — ----- ---------- — --- --------- — ----- ------ — -------- T - UL 48 FdE S;GNS ON THESE PACTS qXJB�EN ONSIONFO OT I MM I 8'-1 3/8" � 2'-S"(33"} P66 LOGO 2'-11 %' CUT SIZE i! 3/4" EMBOSS 1/2" EMBOSS 1t4" EMBOSS PHILLIPS TWO (2) CUSTOM CABINETS: INTERNALLY ILLUMINATED SIGN CABINET. 12" DEEP EXTRUDED ALUM. CABINET W/ 2" INSET HINGED RETAINERS ALL TO BE PAINTED PHILLIPS 66 SHIELD SILVER. CABINET TO BE INTERNALLY ILLUMINATED W/ WHITE LEDS. 2" INSET RETAINERS TO BE HINGED ON ONE SIDE OF CABINET MANUFACTURE & SHIP TWO (2) WS STANDARD FACES. 3/16" THICK PAN FORMED WHITE POLYCARBONATE FACES W/ TRANSLUCENT VINYL GRAPHICS APPLIED FIRST SURFACE. 7 -ELEVEN VINYL SPECS: 3M 3630-44 ORANGE, 3M 3630-33 RED, 3M 3630-26 GREEN TWO (2) 33" PHILLIPS 66 IDS: INCLUDING THE HALO -LIT RIVETS TO BE PROVIDED BY AN AUTHORIZED SUPPLIER OF THE P66 RETAIL IMAGE. FOUR (4) GAS PRICE FACES: INCLUDING THE GAS PRICE LED DIGITS TO BE PROVIDED BY AN AUTHORIZED SUPPLIER OF THE P66 RETAIL IMAGE Front Elevation & Side Detail - CUSTOM DUAL BRAND Monument Sign Cabi 1/z" = V-0" �.,�„ ... �.. r.,..6 a.k_onv�:te. rL. 3221?Df TX32 37 • 4G ?„&ic3` \LLO ED 7' AH WITH 74.54SF 2' 0„ 2' 0" . .,sa. Propose 42 .0 scift 1tnr�StglNetEa ,,. Proposed: THERMOPLASTIC FEE Allowed: N y� "3D" EMBOSSED FACE I) N N n PANNED 3116' -a -p G C ACRYLIC FACE zl0 N M i HALO LIT "RIVETS" l 3/4" EMBOSS 1/2" EMBOSS 1t4" EMBOSS PHILLIPS TWO (2) CUSTOM CABINETS: INTERNALLY ILLUMINATED SIGN CABINET. 12" DEEP EXTRUDED ALUM. CABINET W/ 2" INSET HINGED RETAINERS ALL TO BE PAINTED PHILLIPS 66 SHIELD SILVER. CABINET TO BE INTERNALLY ILLUMINATED W/ WHITE LEDS. 2" INSET RETAINERS TO BE HINGED ON ONE SIDE OF CABINET MANUFACTURE & SHIP TWO (2) WS STANDARD FACES. 3/16" THICK PAN FORMED WHITE POLYCARBONATE FACES W/ TRANSLUCENT VINYL GRAPHICS APPLIED FIRST SURFACE. 7 -ELEVEN VINYL SPECS: 3M 3630-44 ORANGE, 3M 3630-33 RED, 3M 3630-26 GREEN TWO (2) 33" PHILLIPS 66 IDS: INCLUDING THE HALO -LIT RIVETS TO BE PROVIDED BY AN AUTHORIZED SUPPLIER OF THE P66 RETAIL IMAGE. FOUR (4) GAS PRICE FACES: INCLUDING THE GAS PRICE LED DIGITS TO BE PROVIDED BY AN AUTHORIZED SUPPLIER OF THE P66 RETAIL IMAGE Front Elevation & Side Detail - CUSTOM DUAL BRAND Monument Sign Cabi 1/z" = V-0" �.,�„ ... �.. r.,..6 a.k_onv�:te. rL. 3221?Df TX32 37 • 4G ?„&ic3` \LLO ED 7' AH WITH 74.54SF . FACE. -- i - Allowed: 74.54 soft .,sa. Propose 42 .0 scift 1tnr�StglNetEa ,,. Proposed: 7'-0" FEE Allowed: -t '7 -EL EVE isON L O DIMENSIONS: OAH: 291/2" OAL: 27" EXISTING CONDITION: EXISTING C9aDIT ulsplay square rooraye kruun1. rep- - desimh�r�� Salesperson: rq PM: bb Designer: ml1 Page: CS 2316 00 O€�o�ral CunceW _ 7 -Eleven #38084 (1039690) �P ^ C312:>; P flews d scar A. .nh EV 3790 Wadsworth Boulevard a a3'6 �� Revised x'91 A to new pion st. �;ure _ mn 12,06116 R3 Rev see sign A bwldi o eiewftions & fuel crop{ "'h Wheat Ridge. Colorado : i 16 R4 Revised f e a opy add 1 €rev binet_ mr ELEVEn 50053 12,16.16 P.5 Revise r e canopy to R3 iaya:..%. t ,..birets r:oeed. mh F:\Customers\7 Eleven\,Art \SVE5403 R5 k38084 (103969%cdr Custor112r approval datp. 6., S S;af„vx T„cS t-..�t...M.-� In 1„esr�� r.as., CSA C22.2 No.267 C us > 'NS 04 < < S_ 5�D C T r< ,t CODE'. 2 NEC 2C'd a 20 4 .0 r. e,3 t S-' 18'-11 5/16" 6-0" CABINET 5'-11 %" CUT SIZE 05,19 %2PAN 5' 6 "" PAN 211/16" FLANGE 21516 FLANGE 47�,2 PAN POWER SUPPLY ON/OFF TOGGLE SWITCH WHITE LED 040 ALUM, BACK 314" EMBOSS 112" EMBOSS 1/4" EMBOSS LAG BOLTS W1 SHILEDS 3/16" PAN FORMED POLY. FACE 1 1/4" RETAINER BUILDING FASCIA 1.5' WNjrFTRAPLlNE MANUFACTURE & SHIP ONE (1) W37 INTERNALLY ILLUMINATED S/F WALL SIGN CABINET. 3/16" THICK PAN FORMED & EMBOSSED WHITE POLYCARBONTATE FACE W/ TRANSLUCENT VINYL GRAPHICS APPLIED FIRST SURFACE. 4" DEEP ALUM. CABINET W1 1 1/4" RETAINERS TO BE PAINTED DURANODIC BRONZE. CABINET TO BE INTERNALLY ILLUMINATED W1 WHITE LEDS. 7 -ELEVEN LOGO], VINYL SPECS: 3M 3630-44 ORANGE, 3M 3630-33 RED, 3M 3630-26 GREEN DIMENSIONS: PAINT SPECS: DURANODIC BRONZE OAH: 581/2" LOAU -537/16" 4 Face & Side Detail - W37 Wall Sign Cabinet - Sign C Display Square Footage(Cabinet): 36.0 �-3Cj S,md Road adk�onviie, R- 3,2257 2 -) Dt Plar,., TX 37� 57 9'12,905 -,4.-,10 MOUNTED TOGGLE 6, PANNED & EMBOSSEI BUILDING WALLfFAS( 5 1Side Mounting Detail - sign I3 , NTS 1 - m, �-'-P,'n uc-ql- Salesperson: rq PM: be Designer: mh Page: 3 08.23,16 00 otiginal Concept mh 09,!2,1� R! Per sed s7 ,C A, rnh EV 1,11even #11014 (1039690) EMEMENOM mh 3790 Wadsworth 89ulev2rd 1.0.03.16 R2 Revised Sign A to new pylon stfuctufe , m 12,06 .6 R3 Per sed s,9r, A. budding elevations & Pus! C31oOPY -h Wheat Pidge, Colorado 12.116 R4 Revised fuc! anopia I d 7-E!�?ven catinot, mh ELEVEn 80053 12,15,�. Rq pwjas el e 'fu''ca unopy_to R3 layou—Mth cabinasmoved_ mh F:\Custorners\7 Eleven\Art \SVE5403-R5 #38C)84 (10390'90'.cdr customer approval GN dat- D �R H-1, DESITC PE 1 — 3 1 — r - N— --- ----- ---- "Cy r. UL 48 CSA C221 S T, C SiGNS ON THESE PAGES HAV, BEEN DES -'IED TT O.R �XC�HD ILL �,PPLcODES 6R R � 0,"R N T S 0' N, G7 SF3�: INSTALL ONE U STANDARD INTERNALLY ILLUMINATED S/FWINDOW SIGN. 3M0rTHICK FLAT WHITE ACRYLIC FACE W/TRANSLUCENT VINYL GRAPHICS APPLIED FIRST SURFACE. CABINET TO BE INTERNALLY ILLUMINATED W1 T-8 H.O. FLUORESCENT LAMPS. 5 1/8" DEEP ALUM. CABINET & 1" RETAINERS ALL PAINTED BLACK. SIGN TO HANG INSIDE THE STORE BEHIND GLASS AS INDICATED IN PHOTO OVERLAY WITH EYE BOLTS. GRAPHIC AS REQUIRED ONLY roHIDE EQUIPMENT WILL GET THE STRIPE WITH THE LOGO. ALL orTHE REMAINING xrTHE SALES COUNTER AREA WINDOWS WILL GET STRIPES WITHOUT THE LOGO. (DETERMINED ovOTHERS) WINDOW VINYL GRAPHICS. VINYL GRAPHICS TO BE APPLIED SECOND SURFACE ONTO DESIGNATED STORE WINDOWS. VINYL SPECS: 3M 3630-26 GREEN NOTE: WINDOW GRAPHICS KITS TO BE PROVIDED AND INSTALLED BY OTHERS, NOT PART OFHARBINGERS SCOPE OFWORK. NOTE: FOR FULL INSTALLATION INSTRUCTIONS, REFER TO 7 -ELEVEN SIGNAGE MANUAL. NOTE: ATM SIGN TO BE FABRICATED & PROVIDED BY OTHERS! Front Elevation & Side Mounting Detail - Standard ATM S/F Window Sign - Sign D 1'-0- Display Square Footage (Cabinet): 3.2 nnh Safi�sperson: Ing PM: bb Designer: mh Page: 4 [71 48 us harbinger 3790 Wadsworth Boulevard 12,06.16 R3 Rc',vvised sq'i A. budding R�evations & fuel cano,py mh sign of the future ow 12 1 - CR - EYE BOLT FLUORESCENT LAMP V RETAINER FLAT 3/16" ACRYLIC FACE INSTALL ONE U STANDARD INTERNALLY ILLUMINATED S/FWINDOW SIGN. 3M0rTHICK FLAT WHITE ACRYLIC FACE W/TRANSLUCENT VINYL GRAPHICS APPLIED FIRST SURFACE. CABINET TO BE INTERNALLY ILLUMINATED W1 T-8 H.O. FLUORESCENT LAMPS. 5 1/8" DEEP ALUM. CABINET & 1" RETAINERS ALL PAINTED BLACK. SIGN TO HANG INSIDE THE STORE BEHIND GLASS AS INDICATED IN PHOTO OVERLAY WITH EYE BOLTS. GRAPHIC AS REQUIRED ONLY roHIDE EQUIPMENT WILL GET THE STRIPE WITH THE LOGO. ALL orTHE REMAINING xrTHE SALES COUNTER AREA WINDOWS WILL GET STRIPES WITHOUT THE LOGO. (DETERMINED ovOTHERS) WINDOW VINYL GRAPHICS. VINYL GRAPHICS TO BE APPLIED SECOND SURFACE ONTO DESIGNATED STORE WINDOWS. VINYL SPECS: 3M 3630-26 GREEN NOTE: WINDOW GRAPHICS KITS TO BE PROVIDED AND INSTALLED BY OTHERS, NOT PART OFHARBINGERS SCOPE OFWORK. NOTE: FOR FULL INSTALLATION INSTRUCTIONS, REFER TO 7 -ELEVEN SIGNAGE MANUAL. NOTE: ATM SIGN TO BE FABRICATED & PROVIDED BY OTHERS! Front Elevation & Side Mounting Detail - Standard ATM S/F Window Sign - Sign D 1'-0- Display Square Footage (Cabinet): 3.2 nnh Safi�sperson: Ing PM: bb Designer: mh Page: 4 [71 48 us harbinger 3790 Wadsworth Boulevard 12,06.16 R3 Rc',vvised sq'i A. budding R�evations & fuel cano,py mh sign of the future ow 12 1 - CR 0.0 sqft ---- Proposed: CC mmF i` : SSouth Elevation Photo Overlay - Sign E 11/8"=l, -O" ,r Allowed: 0.0 sqft Proposed: 74'-0" BUILDING WIDTH North Elevation Photo Overlay - Stgr� �, � � E' 6 - -- --- -- ---- d - t q a 2s b oo Gr q,nai eoneeP: �n Salesperson: rq PM: bb Designer. mh Page: 5 MET cs,a€ L8 7 -Eleven #38Q84 (iJ39690} ! ���� �,l 7 216 _3 n „sep ,gra c._a.a��.zav harbinger 3790 Wadsworth Boulevard , 43 s6 _Rt Revised SignA o new pylon st t e 2 f H'S PS ed s on A o ild, J ,on S� o i c nOP/ nh u� sign of the future Wheat Ridge. Colorado 1213.16 R4 Revised e, c3nopy add 7 P, ver cabinet, N ON THESE PAGES i4WE B"'IN DES� GNTD ELEVEn 30053 +2 R5 Revise fuel �..r_n� to R3 layout with cabinets moven a 7:\Customer v.7 Eleven\,n:rt :6 nh St -,, o acR.a v he Fi_, `,'r,346 \3VE5403 R5 #=3U �u4 (103`9690,.cdf _ t � v C r€�, dr+j�i I o L....._..,. . _ n. ..., .., :, -- .. .,.. S. ..fir'. t. 3a�s,,... :J r date: 1'-�CABINET Z m ?,�NHILLIPS' )PY SIGN CANOPY MANUFACTURE & SHIP THREE (3) PHILLIPS 66 INTERNALLY ILLUMINATED CANOPY SIGNS, CABINETS TO BE INTERNALLY ILLUMINATED W/ WHITE LEDS. NOTE: CANOPY SIGNS TO BE PROVIDED BY APPROVED SIGN MANUFACTURER OF CONOCO PHILLIPS 66. I Front Elevation - Phillips 66 Canopy Sign - Sign F 12 2 -0. Display Square Footage (Cabinet): 9.0 86'-0" VARIES 13 1 Front Elevation & Side Detail - Typical Canopy Sign & Graphic Layout - Sign F 1 %" = I, -o,- T<- I i 0! REAR ELEVATION 86'-0" 14 Front and Side Elevation NTS Rood � 3 " k S a r. v i e,2;1, 0, 12 �,, S, 4 1 2 10 1 o [) r a n o, 7 0 ration) - Sign F sof 0 lit SIDE ELEVATION 36'-0" 36'-0" d ,, ,-, d�s,�p- L "alesperson: rq P114 Page: 7 0823,16 00 Original Concept mh bb Designer: mh R! Rev sej sign A. mh IV 7 -Eleven #38084 (I039690) mEmmommm - mh 3790 Wadsworth Boulevard i0'0116 R2 Revised Sign A to new laylon structure. 12,06.16 R3 Revised sign A. budding wevations & fuel Canopy mh Wheat Ridge, Colorado 12,13,16 R4 Revised fuel canopy add 7-Elaven Cabinet, ELEvEn 800-53 r"-.5 !2,16,16 Rejise fuel canopy to R3 ayoutwildi ca. I binetsmoved. mh F:\Cu5tomers\7 Eleven\Art 0' im \SVE5403-R5 438034 (1039690).Cdr I custorner approval date: D OR P C-"T�% �,N',' -0 'i VIirCM ris O� y M "r -ir Pi-� NOi TO 2 UL48 CS111 C-2121 No.207 C us E NS ON T PE PAG, < HAVE K U4 DESII-NIEP — - - -0 - OR M XC M LAPPUC�31-v � LD -IS , S C'- T"- ' F NlfC'-Mli AND OR TH, - -,7 SF�LC City f Dale: Building & Inspection Services Division �'o I � 0, ) -) 0 7500 W. 29`" Ave., Wheat fridge, CO59133 Plan Review Office: 303-2355-2555 " Fax: 393-237-5929 Inspection Line: 303-234-5933 Email: 2grmits@b.wheatridqeco.us Building r it Application ' * Please complete all; highlighted areas on both sides of this form. Incomplete applications may not he processed, �*« Prope4 Address- i ,State,i ; Ar i Architect/Engineer E-mail: Phare. WR. City LicenLe Mechanical: W.Ft, City License informationComplete all of ! DCOMME CiAL [ RESIDENTIAL COMMERCIALNEW ELECTRICALSERVICE UPGRADE NEW RESIDENTIAL «. _ COMMERCIAL ROOFING COMMERCIAL ADDITION : M xROOFING RESDENTIAL ADDITION WINDOWREPLACEMENT COMMERCIAL .g• shed,. RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, ►. REPAIRMECHANICAL SYSTEM/APPLIANCE or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR .» ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) �► t Sq. FULF Stu's Gallons Amps Squares r oiect Valtrex (Contract value or the cost of &materials and labor included In the laft project) lr 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 a;*pficable City of Wbeat Ridge coies anilkrftances for work mrider any isennit issved )Pased-ox tbis-wlication; Olaf I m the, legal owner or have been authorized by the legal owner of the property to perform the described work and ann 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 pennit application, warrant the truthfulness of the information provided on the application. CIRCLE t NE (OWNER) (CONTRACTOR) gr (AUTHORIZED REPRESENTATIVE) o (OWNER) (CONTRACTOR) I Iectrnrtic i ra tatre (fiat and last name) DATE: Building Division Valuation: $_,-,- Building &inspection Services Division 7500 W. 2e Ave., Wheat Ridge, CO '80033 Office; 303-236-2M55 * Fax. 303-237-8929 Inspection Line: 303-234-5933 Tj "I , 1 11FI FF 11111 F 1 1 1 1 , 1 1,11 11 1 -i 1XV Tv a 4h I . if Z/ "re ft No, 2193 P. I Date; Plan pemit # N Plumbing: anZ ot A ro 4,e e aA; C4 License # City License # Sq Ft. 1 $-- axaoxe (01MM (CONTMMV a (AMOAMUMPMMAHM of (OWM (CONMCMV DAM J 1 t i CITY OF V 1 Fax Inspection Type J_IE.ur Job Address 3,7749 7d f3�va� Permit Number lezW "7 vz << 1i 17 - V r4 Ei No one available for inspection: Time /PM Re- Inspection required: Yes No When corrections have been made, call for re- inspection at 303- 2345933 Date: ✓� �s Inspector. E t 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 Z- 011) Job Address 37 21) L� /f Permit Number / O,z y y z ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes CNDo When corrections have been made, call for inspection at 303 - 234 -5933 Date: 11 l Inspector: c� DO NOT REMOVE THIS NOTICE " ' City of Wheat Ridge Commercial Sign PERMIT - 102497 PERMIT NO: 102497 ISSUED: 11/01/2010 JOB ADDRESS: 3790 WADSWORTH BLVD EXPIRES: 11/01/2011 DESCRIPTION: Install 2 monument cabinet signs * ** CONTACTS * ** owner ** Conoco sub 303/781 -0106 Jeffrey Peters 01 -8700 Freeman Signs Co. gc 303/355 -0013 John Koppenhafer 10-0329 KTK General Contracting sub 719/540 -5216 Susan Novak 02 -1138 Joe's Electric ** PARCEL INFO ** ZONE CODE: PCD USE: UA SUBDIVISION: 0557 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 25,786.00 FEES Permit Fee 453.55/_ -' C Plan Review Fee 112.19 Plan Review Addtiona 182.62 'e....r4 Total Valuation . 00 Use Tax 464.15D��`(.>� ** TOTAL ** 1,212.51 Conditions: MR: Approved. Zoned PCD. Combined wall signage shall not exceed 200 s.f. Subject to field inspections. The issuance of a building permit should not be construed to be approval of a business license. KC;. Approved. Must comply with 2006 IBC and 2005 NEC. 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 measure enta shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this appli ion and that I as me full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other appl'ca le oat RA9. or7inanc� for work under this permit. Plans subject to field inspection. Signature df contractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All pl i subject to field inspections. Signatu of Vief Building Official date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. C O(O R ADO Building Permit Application Property Address: Property Owner (please print) Q I C = } Phone: Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: reeYnCt vl ` s lv�� � '1�1�Y1t7fl� Pj't�_ Contractor License #: G (� Phone: Sub Contractors: Electrical City License #: Plumbing City License M Mechanical City License #: Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: / Approval: Approval: Use of space (description): (S S 1 cL +; n Construction value S 3;et0 Description of work: ya `'� (as calculated per the 8 rfiding Valuation Data sheet) - � l �� he r c] ox " ri J °�' �� '�� r �'� " Plan Review (due at time ofsubmitlet): $ C ub,rf rwvE . r zS�14 2 `�vnes'ze t t1 Eo�cs '.3z t Ite�S4: e� ) Sq. Ft./L.Ft added: Squares BTU's Gallons Amps t �\ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) ( I�ITR1 OR) or PERSONAL REPRESENTATIVE of(OWNE (CONTRATOR) PRINT NAME: 9-C, \ Y �'-'K- t'S SIGNATURE: it p„ Date: ) �' / L) ZONING COMMENTS: Zoning: \ Reviewer. \ \ PUBUC WORKS COMMENTS: Reviewer. BUILDING DEPARTMENT COMMENTS' . Reviewer OCCUPANCY:_ FIRE DEPARTMENT:: 13 approved wl comments ❑ disapproved ❑ no review required LIry or wneal m uge ourtaing ufviwon pate: 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office' 303 -235 -2855 ' Fax: 303- 235 -2857 Plan #: Inspection Line: 303 -234 -5933 ` Permit DEPARTMENT USE ONLY V s � 7y >f W der � 1 �` ' �t �,i2� `�' �� U !C': 10 -- i 47 �L \I�i!�„lflJc,a tt7l �W�I�.Pdi " � l Flan # (1 .- Building 4- Inspection Services Division Permit # l �2 . 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303- 235 - 2855 ' Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application Praperfiy Address: ` / 70 40 1� S p q Property Owner (please print):_ tilq k< Pho 72O Mailing Address: (if different than property address) Address: City, State, Zip: _— 'Contractor: t 7VGl C r' & 1�1 a) d -. T ' a� / mom S1C Contractors City License #: Phone: 3o3 5—oo ' 3 silk- o*4044: Electrical- lc Plumbing: Mechanical Qtr License # 7031 City License # City License# Taes�ri�s� ion �i; �or°�t j i �12�tJt ! t Iz (S�flc 6� SC I/9 Contract Value! °� NS(�Lf NC r4sc x} 6/0 L'�Ifvo/ ya s �Z � la'd g ©/i�( / 3 �t G`S /, ��"� y � � i 5 N Review Fee (d a at time of submittal): CEW)UNSe TVSJ�/'i.0 VCI,) of 4Yvas I;- v22 b�L�L'NStKS $ 2�1q. Squares BTU's Gallons Amps Sq t. 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 y 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. - CIRCLE ONE: (OWNER (C�ONTRA�CTOR) o OTHOR/ZED RE j (OWNER / ) / CONTRACTOR) PRINT NAME J � /_. ILA- C,�r,`.C.e U- ��. t r'- SIGNATURE: DATE: / L F � !� l 9 S ;E 6 Nc� ✓ l bir 2 5 y � � x N, ,� ✓ � ✓ 'r � '' ✓ P Jy 3 c pr„l T� d � r '' ✓ ',y r4 �'� i /;^� i u cr � � � � ,v F � r � ; a ✓x�;p� ...er u✓jl�j f �� u"� > 5` ✓d /,a /+�li :.✓r ✓�a"c .^ ' � r ✓� c � �, sL � � 3 9 � `r ✓ � � a� P/ y ry a✓"' ��rnd �� _ t7� ✓ r Cv ?r � ` t%r 1 � / ✓ 9Ny � �>S XY l F ✓4C��✓16' } f PUBLiCwaRKS GOMMEN7S ,.�t1 � ✓:✓'z % i � '" �� 7 r Sis ��a i �OCCtIP T1Cy' ' �'' ` Rev ✓wP*Y � G �?,,t ;� / :: � � �:. °' ' ✓ `a � ✓" ✓ �1 as ���i °� ar� S -- sT — ' rIREAEPARTIdEI T7 approved w1 colnmenis "L'i raisapproyed fl �,o ieweW regu)red,.� Bldg Valuation $ - � m � � } � 22cn cn . §/ £ « § � % % { E k ■ \ k � \� \§ � � ! £ i\ |. n � n m O 2 N H o- _o qR ]i 3 Z I U W a r o , z U N b 85 �°. � G *r qR ]i 3 Z I U W a r o , z U N b 85 �°. � I ?c ��V V I � M V Y sin �.xe I M m c W ®r ° awl ° s p a s f�! a•. -.. 03 jil S! _A £ m c W ®r ° awl o V m � W 1 I I 1 I i LOW I I I I I it I I I I I I I I I I 1 I I I I I 1 L I 1 m a I 1 1 SN G \ I I ? I m _L e o I W_ H z 0 W 11 W ele 0 I %—; 1, �1: Up 6 Allt -4 ik � \ � c � } � � < � y � \ { ? D , 77 o 1 1 1, 1 - I tl .� 9 \ _ ? ,- \ ~ 3 I { 2 > � \ \ k /} / \ �« 2 \ a/7 / \§ } CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 102338 Issued: 11/02/10 Stipulations: Interior Remodel of Gas Station. This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 3790 WADSWORTH BLVD Parcel Number: 39- 261 -19 -006 Owner: K &B Management 3790 Wadsworth Blvd Wheat ridge CO 80033 Contractor: Khader Shubbak All Star Construction, Inc. 1642 S. Parker Rd. Suite 105 Denver, CO 80012 For the Following Purpose: Commercial Remodel Code Editions NO change shall be made in the USE of 6 ICC /2008 NEC this building without prior notice _ 2006 ICC /2005 NEC and a new Certificate of Completion _ 2003 ICC /2005 NEC from the City of Wheat Ridge. Sprinkler System Inspector Zoning Administrator E MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 11/02/10 15:20:12 City of Wheat Ridge Page 1 bp70l -ls PERMIT INFORMATION - 102338 mmackey PERMIT INFORMATION: Permit #: 102338 Permit Type: Commercial Remodel Permit Dt: 10/08/2010 Expires: 10 /08/2011 Address: 3790 WADSWORTH BLVD Parcel Cd: 39- 261 -19 -006 OWNER: K &B Management Address: 3790 Wadsworth Blvd City /St /Zip: Wheat ridge CO 80033 LAND PARCEL INFORMATION: PAID: Permit Fee 10,000.00 204.30 Zone Cd: Unassigned DO: 1 SetBacks- Front: 0.0 Funct Use: Unassigned Last Zone Dt: Left: 0.0 Subdivision: TEXACO MINOR SHE Annex Dt: Right: 0.0 Cent Type: Miscellaneous Lot: Block No: 0 Back: 0.0 Legal: Use tax additional .00 507.74 ---------- 507.74 --------- SOB DESCRIPTION: Interior Remodel- Cosmetic work FEES QTY DUE PAID: Permit Fee 10,000.00 204.30 204.30 Permit fee additiona .00 398.75 398.75 Plan Review Fee .00 132.80 132.80 Plan Review Addtiona .00 259.18 259.18 Total Valuation 38,207.78 .00 .00 Use Tax 10,000.00 180.00 180.00 Use tax additional .00 507.74 ---------- 507.74 --------- 1,662.77 1,682.77 CONTACTS: owner K &B Management 3790 Wadsworth Blvd Wheat ridge CO 80033 7209359359 go CL1 All Star Construction, Inc. Khader Shubbak 1642 S. Parker Rd. Suite 105 Denver, CO 80012 7204957512 sub CL8 OASIS PLUMBING CO Edward Gubrud 5555 E. Mexico Ave. Denver, CO 80222 3039197332 sub CLA T.W. Electric Todd Wheeler 10071 Holland Ct. Broomfield, CO 80021 3035069439 PARCEL INFORMATION: 10 Structure Type 104 20 Year Built 1989 30 Property Type COMMR PERMIT CONDITIONS: KC: Approved per plans and notes on plans. Must comply with 2006 IBC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 10/08/10 CREATED FROM APPL #10 -0368 10/08/10 KC only did 103 of new commercial cost for valuation. 10/04/10 Given t0 KC for review. INSPECTION INFORMATION: # TYPE CONTR# CALLED MCI WHO REQ DT INS DT STATUS 1 FRA:Framing Inspection 10 -0309 10/15/10 no KC 10/18/10 10/18/10 INCOMPLETE 2 ERI:Electrical Rough Ins 10 -0309 10 /18 /10 no MV 10/19/10 10/19/10 COMPLETE 11/02/10 15:20:12 City of wheat Ridge Page 2 bp701 -1s PERMIT INFORMATION - 102338 mmackey 3 FRI:Fiaming Rough Insp. 10 -0309 10/18/10 no KC 10/19/10 10/19/10 COMPLETE 4 PRI:Plumbing Rough IRSp. 10 -0309 10/18/10 no KC 10/19/10 10/19/10 COMPLETE 5 PFI:Plumbing Final Insp 02 -1511 10126110 no KC 10/27/10 10/27/10 COMPLETE 6 DWS:Drywall screw /nail 10/27/10 no KC 10/27/10 10/27/10 COMPLETE 7 EFI:Electrical Final Ins 10 -0233 10/29/10 no KC 11/01/10 11/01/10 COMPLETE 8 EFI:EUilding Final Insp 10 -0309 11/01/10 no KC 11/02/10 11/02/10 COMPLETE INSPECTION RECORD I OCCUDancV/TVOe °'INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. - a I 1./ �W mr, o INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons jr9 /o z+, Drywall Screw Stemwall / (CEG) Concrete Encased Ground A�c Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines O >� Water Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. CONCRETE SLAB FLOOR Electrical Heating (Underground) ROUGHS Sheathing /C C Insulation - 1114 Lath /Wall tie jr9 /o z+, Drywall Screw Mid -Roof A�c Electrical Service Rough Electric Rough Plumbing O >� Gas Piping INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Rough Mechanical �� ov w� X... *V'W& Framing 040 -1119 /C C Insulation - 1114 Plumbing jr9 /o z+, Drywall Screw y 19 A�c FINALS Electrical e k C Plumbing jr9 /o z+, Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping " * NOTE. ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ❑ No one available for inspection: Time /0 AM M r' Re- Inspection required: Yes When corrections have been made, call for re- inspection at 303 - 234-593. Date: Inspector: 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 Job Address 779 Permit Number log ; 7 ;p , tion: Time .aired: . Yes o - , rave been made, call for re-inspection at 303-234-5: •- CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type Pt'g - PAS - Job Address _?7�,�p rrsr��ec�sisoraf ��� Permit Number V .3 .��?t?Fcsnff� L 16 44' r CITY OF WHEAT RIDGE fauoj _-sw -ayss inspection tine, (303) 235 -2855 Office ' (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type F_ e PJw&l &5' "4 Job Address ��v eu .� �2rr ,gev.c� Permit Number , :9, 9 399 t t' ❑ No one available for inspection: TimeAWPM Re- Inspection required: Yes When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: Iz;)Il Inspecto DO NOT REMOVE THIS NOTICE ♦ A� •- CITY OF WHEAT RIDGE Building Inspection Division J/ (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237- 2 F INSPECTION NOTICE Inspection Types f,9 - a "`� < Job Address 70 P O)M &ZV , Permit Number s Z-.3: 1 ❑ No one available for inspection: Re- Inspection required: Yes INC *When corrections have been made cal Date: Inspector: = DO NOT REMOVE ime AM /PM t NOTICE 1 A f+ITV AC TEAT RIDGE Building Inspection Division J (303) 234 -5933 Inspection line _ (303) 235 -2855 office ' (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type Job Address 7 7?2 Permit Number ,era. ..- c lyf C' al. S`C. tsr5 S '�.t✓K'IU✓L` W,( W< 7V 41sel Li ❑ No one available for inspection: Time /,0 Re- Inspection required:g - No When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: /V,// 9//0 Inspector DO NOT REMOVE THIS NOTICE ♦��4 City of Wheat Ridge Commercial Remodel PERMIT - 102338 PERMIT NO: 102338 JOB ADDRESS: 3790 WADSWORTH BLVD DESCRIPTION: Interior Remodel- Cosmetic work ISSUED: 10/08/2010 EXPIRES: 10/08/2011 * ** CONTACTS * ** owner 720/935 -9359 K &B Management gc 720/495 -7512 Khader Shubbak 10 -0309 All Star Construction, Inc. ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: 0557 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** - ESTIMATED PROJECT VALUATION: 38,207.78. FEES Permit Fee 204.30 t�i�JbU�/7g Permit fee additiona 398.75 / Plan Review Fee 132.8 Plan Review Addtiona 259.18 _ Total Valuation Use Tax Use tax additional ** TOTAL ** 180. 507. 1,682.77 Conditions: KC: Approved per plans and notes on plans. Must comply with 2006 IBC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Rid9e_QxdinaacES� for '- work under this permit. Plans subject to field inspection. Signature o �_os;eP_____.a date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is ubj act to field inspections. Signature of ilding Official date INSPECTI REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. -- E i1,i64 1 .l1 >'t3[lllUt,W GNI -w Plan 9 Building 8 Inspection Services Division hermit # lot jg . 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 -235 -2855 ' Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Properfiy Addrress° 3--9 o u c Pal L u k-,.,4- R c Property Owner (please print): , t LL 93 Sct �_1`fiI?• ca o Pho ne: �� 5 )Mailing Address: (if different than property address) Address: City, State, Zip: CtiriYractar: -A LL- Contractors City License M 1 d —b o Phone' Gcirt�ractars Elf _ ectrical: —i- W �[eej*c LPItumbmg 6 S i{22(_c,^,hk til Mechanical: City License # License # City License #, 4 Squares BTU's Gallons Amps Sci FL ?649 J 1 ,4LO tract Value: u m A� Review Fee (due at ti a of submittal): 1612 - .S v_ �1 I 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 1 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 1 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. - CIRCLEONEr (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: 5l%4(, 4 gisAeAL SIGNATURE: DATE: Bldg Valuation : 79' 10/08/10 09:16:33 City of Wheat Ridge Page 1 bp340 -iq ESTIMATE OF VALUATIONS AND FEES mmackey THE FOLLOWING INFORMATION ARE ESTIMATES ONLY AND NOT ACTUAL VALUES. CODE - -- DESCRIPTION - - -- - - -- VALUATION- - - - - - -- -FEE - -- -USE TAX .00 0.00 0.00 prm Permit Fee 38,207.78 603.05 0.00 rvw Plan Review F 38,207.78 391.98 0.00 totva Total Valuati 38,207.78 0.00 0.00 use Use Tax 38,207.78 0.00 687.74 TOTAL VALUATION: 38,207.78 FEES VALUATION: 38,207.78 PERMIT FEE: 603.05 USE TAX: 687.74 OTHER FEES: 391.98 TOTAL FEES: 1,682.77 ~~ff CM.,~~ SOLUT/ONSAZ November 22, 2004 City of Wheatridge ~-7 (-1L f) Planning Department Subject: Image Conversion for Convenience Store at 38"' and Wadsworth Wheatridge, CO To Whom It May Concern: ICM Solutions Inc. is currently planning a project to re-image the subject gasoline convenience store. The store will be re-imaged to the new Conoco Oasis image, which is described below. The scope of work includes: • Removing the lighied red band on the gasoline canopy. • Instailing new Conoco Oasis fascia on the gasoline canopy (non-illuminated). • Painting columns to match the new image. . Removing all old decals from the fuel dispensers and installing new safety and warning decals. • Instaliing new valances on the fuel dispensers. • Painting island forms, bollards, and light poles. • Changing the khaki color of the building fascia to distant the new image from the old. . Instaliin new canopy lights. • Pa"~ ~b~;Lt",pj .,,,„d Cpr- Attached is some information regarding the new image, referred to as the Oasis Image, for Conoco, Phillips 66, and 76 branded sites. The subject site is looking to re-image their location to the new Conoco image. In addition to the attached image guidelines, the site needs to update the canopy lighting. The new lights hetp promote a safe clean environment for patrons visiting the site at night. A consistent image is very important for such businesses in order to promote a clean, bright, and safe environment, as well as providing a simple, consistent, and reliable offering. Please consider the attached image and color scheme so that the project to re-image this location to the new Conoco image may continue as quickly as possible. The current owners are very anxious to complete the re-image as they believe it will improve their business. Thank you for your consideration. ~!)'~t-c~ • ~ Toni L. Denzer ICM Solutions, Inc. 303-921-9551 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT 7500 WEST 29TH WHEAT RIDGE, CO 80033 RIDGE AVENUE - (303-235-2855) Building Permit Number Date 77747 9/23/2004 Property Owner: ALPINE STATION LLC Property Address : 3790 WADSWORTH BLVD Phone : 4213540 Contractor License No. : 22078 Company : W estco Installation Company LLC Phone : 345-8349 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify lhat ihe setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat 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 resbility for compliance with the W heat Ridge Building Code (U.B.C.) and all olher appli abl W h at Ridg~d' nce , for work under this ermit SIGN DATE O Construction Value : $5,300.00 Permit Fee : $162.90 Plan Review Fee : $0.00 Use Tax : $63.60 Total: $226.50 (O W NER)(CONTRACTOR) Use : Description : REPLACE EXISTING MONUMENT SIGNS W/ NEW SIGN REDUCING SQ. FT. Zoning Comments:s Approval : JH Zoning : PCD Building Comments: Approval: Pu61ic, Works-Comments:'Approval: Occupancy: Walls Electrical License No : Company: Expiration Date : Approval: BUILDING DEPARTMENT USE ONLY FRO 23.9 TO 21 SIC : Sq. Ft. : 9121104. 2 FREESTANDiNG SIGNS EACH MUST BE SETBACK AT LEAST 5' FROM THE RIGHT OF WAY. i;;~aSe nKactotis e r^) MUST MEET 2002 NEC. ~nesand onsmctino~n apnroved plan and roa .J' The City is not respons'b'z submirted within .he aal enors resulting from 'n`+"'-'' ` Roof : Stories : Residential Units : Plumbing License No : Mechanical License No : Company: Company: Expiration Date : Expiration Date : Approval: Approval: (1) This permil was issued in accordance with ihe provisions set forth in yopur application and is subjed to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shali expire if (A) ihe work authorized is not commenced within sixry (60) days fmm issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normaly required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not ezceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done lhat will change the nalural9ow of water causing a drainage problem. (5) Coniractor shall noti(y ihe Building Inspectorly.+enty-four (24) hours in advance for ail inspections and shall receive written approval on inspection card before proceediing wM1h rve pllxs of the lob. (6) The issua ~o it e apppp rova ngs and specificalions shall nol be construetl to be a permit for, nor an approval of, any violation of the provisi s da rdinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARiMENT Building Permi[ Number: oF w"EqT BUILDING INSPECTION LINE - 303-214-6933 Date: CITY OF WHEAT RIDGE ~ 7600 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 -(303-236i-2866~),~ 7~f ~OLORP~ APPL[( l.ATIO! ~ ProperryOwner: i P'r'L .S}G'~OnS LLL Properly Address: 3~ ~ D Wu,a 5 W a v}!~ Phone: 30 3 C~ ~-,~5~-IO Contractor License No.: CompanY WeSiCo ln5{Glla~joo (o Phone:~~ 345- ~34R pyyNERlCONTRACTOR SIONA'NRE OF UNUERSTANqN6 AND AOREEMENT I hereby ceby that the setback distancea proposed by thia permit applicetion ere accurete, and do notviolate appliceble ordinencea, rules or regula9ons ofthe Ctty ot Wheat Ridge or cwenants, easements or reatric[ions of record; that ell measurements shown, and allegatlons made are eccurete; that I heve read antl agree to abide by all conditiona pnnted on this applicetion and that I esaume full responsibility for compliance with the Wheat Ridge BuilcEng Code (U.B.C) and all other applicade Wheat Rid Ordinancea, for work under this permit. (UJJNER)(CONTRACTOR).6IGN DATE D b Dnre~ (GWNERMCONIRACrOR):PRIMED )nstruction Value:$ ~ Illtli Permit Fee:$ Plan Review Fee:$ 1 Ten. TaY;9.' TOtal:$ Deacriptlon: ,~'IIaCC ~CIA~ rYtAnwYra-nj SI,nn~ 5~ Sq. Ft added BUILDING DEPARTMENT USE ONLY SIG Sq.Ft.: ONINCaCOMMENTS: Approval: J ~Pef~ydiyt f,'qNf ~a~(,~ ~vSf be 4c N 9JLf/df' 7- ' r `y 2oning:Pcp Jtfdpck al 1 f+~S f(ef {~'n-'~ (0/p~ rt-,4r-of r G COMMENTS: Approval: ~ WORKS COMMENTS: Approval: iancv, Walls: Roof: Stories: Residential Units: Electrical License No:--15q-)s Piumbing License No: Mechanical License No: Company: ok; Ito N E leclr,~ Company Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval Approval: (1) ThispermitwasissuedinaccortlancewiMtheprovieionssetiorthinyourapplicationandiesubjec[tothelawaofMeStateof Colorado and W the Zoning Regulationa and Building Codes of Wheat Ridge, Colorado or any other applicable orClnancec ot the Ciry. (2) This permit shall expire if (A) the workauthonzed ie not commenced within eixty (80) deys from iesue date or (B) the building authorized is suspentled or abandoned for a period of 120 days. (3) If this permit expires, a new permit mey be ecquired for a fee of one-haNthe amount normally required, provided no changes have been or will be matle in Me original plans and specifications and any suapension or abandonmeM hes not exceeded one (1) year. If changes have been or if suapenelon or abandonment exceeds one (1) yeer, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing e dreinage prodem. (5) ConVector shall notify the Building Inspector twentyfour (24) houre in eMence for ell inspections and shall receive written approvel on inspecUon card betore proceeding with successive phases Mthe job. (8) The issuance of a permit or the approval of drewinga and apedficaUOns shall not be construed to be a permit for, nor an approval of, eM vidation of the provisions of the building codes or eny other ordinance, lew, rule or reguletion. Chief Building Official . . ~ ~ 4 ~ I ~ OD I OD -4 OD m x ~ cQ N W ~ T 0 0 m 9 m OLWI N , ~ m ~ m m l m y ~ ~ o Z L ~ _ C C 0 . =r 0) O -o O 0) -a N O ~ N rt Q (D N 3 -mmi cn ~'I i OD I 4 x I rn ~ T C N N I N ~ 0. oo~ l x (D A 7 tD 7('~ (D 0 00 m v ~ - ~ x U) =r -n ~ c } m / L ~ y cn m a ~ X. m ~ ~ ~ o ~ N - a J 0) Ul N fT ~ ~ ~ ~ 0 ;74- =r ~ C Q W 00 3 Y lPleas t Clearry) B Date of ? Prtir.ln NumPer A. R~,~a JC 6h c. sienawre ~ ~ D YES ~~¢tlEelrvery etlerent tlressobe~to~'~ " 7160 3901 9644 0M6 5956 Service TYPa CEpnF1ED MAIL r. IYes ~ J ~ i 4. ResVicted Delivery~ (Extra Fee) ^ t~+ f 1. ArticleAtldressed~a~ [SE1 ~S 1 i BD: 3790WadswoRhBivd.-Texaco I Dr.,, L /72`~1z `t paradisus Investments LLC .1 pp Box 1267 Ponca City> OK 74602 ~ pgeM AtlOreeaee Ye. 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/ 235-2855 Fax: 303/235-2857 The City of Wheat Rldge December 17, 2002 - . 7160 3901 9844 • Pazadisus Investments LLC ~808 5986 PO Box 1267 Ponca City, OK 74602 RE: Texaco, 3790 Wadsworth Blvd Wheat Ridee, Colorado 80033 To Whom It May Concern, Electrical safety concerns have been brought to our attention regarding the above referenced address. I have inspected the concerns and found electrical conduit that was installed on the fence along the east property line is damaged, and is considered as a hazardous condition. While performing the inspection it was also noted that the fencing along the east property line was in disrepair and leaning towards the adjacent property. The City requires that these conditions be abated and repaired within (15) fifteen days of receipt of this letter. Should you have any questions please contact me at 303-235-2853. Sincerely, Dgan Code dministrator Cc Bob Gaspaz, Building Inspector address files✓ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 12892 ~ BUILDING INSPECTION LINE - 303-234-5933 ~ CITY OF WHEAT RIDGE Date : 10/3/01 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3790 WADSWORTH BLVD Phone : 649-4188 Contractor License No. : 18998 Company : Aspen Sign Co. Phone : 391 1924 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 cgmpliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat RidgeAbrdyipr}ceWfor work under this permit. (OWNER)(CONTRACTOR) Construction Value : $4,000.00 Permit Fee : $97.25 Plan Review Fee : $0.00 Use Tax : $60.00 Total: $157.25 Use: Description : TAKE DOWN EXISTING MONUMENTS AND REPLACE W/ 22.9 SQ. FT. MONUMENT. BUILDWG DEPARTMENT USE ONLY rS -C_~' SIC : Sq. FL : Approval : MP pkygeNote: Zoning : pCD pww / conhactor is responsible for locating proPertY g 'yi~"OKl~y OnQ constructing improvcments according to the 10/3101 approved plan and requi;ed developmcnt>tandards. Approval: BG e- informa[ion naccurst w The City is not respo:ts+''i . ~ ~ 3 'ny troction submittedNvithra lic i,u°'c ;c Approval : errors resuL'mg -Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permit was issued in accordance with the provisions set Forth in yopur application and is su6ect to the laws of the State of Coloratlo and to lhe Zoning Regulations and Builtlin' Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authonzed is not commencetl within sixty (60) days fmm issue date or (B) Ihe building authorizetl is suspended or abantlonetl for a penod of 120 days. (3) If this permit expires, a new permd may be acquired for a fee of one-half the amount normaily required, providetl no changes have been or will be matle in the onginal plans antl speciFlwtions and any suspension or abandonment has not exceetletl one (1) year. If changes are made or if suspension or abandonment exce eds one (i) year, full fees shall be paid for a new permR (4) No work of any manner shall be done ihat will change the natural tlow of water causing a drainage problem. (5) Coniraclor shall notify the Building Inspector twenty -four (24) hours in advance for all inspeciions antl shall receive written approval on inspection card before proceediing with successive phases of the 1ob. (6) The issuance of a permit or ihe approval of drewings and specifwtions shall nol be wnstrued lo be a permit for, nor an approval oF, any violation of the pmvisions of the buii~g codes or any olher ordinance, law, rule or regulation. oF wNEqr DEPARTMENT OF PLANNING AND DEVELOPMENT BuIlding Permit Number: ` co BLTII.DING INSPECTION LIlVE - 303-234-5933 Date: ~ m CTTY OF R'HEAT RIDGE 7500 WEST 29TH AVENUE ~0<oaao° WBEAT RIDGE, CO 80215 - (303-235-2855) ~~PLICATION PropartyOwner:Gonoco ;j9q0~K_x-,JSWE PropertyAddress:130S9 j!~7 A=Evra~+l eMg/e""oo'~C.p, rO~'~~ Phone:3U3"GV9'~J~B'~ Contractor License No.: I809~ g. Company:~qSpcM 5~44 GO. Phone:7~O.Za/.io~n 0 WNER/CONTRACLOR STCNATURE OF UNDERSTAImING AND AGREEhIISNT L herc6y certify ihat thc setback dista¢ces proposed by this pecmR applicatioa aze accutate, and do not violate applicable ordinenees, niles oc reguLations of the Ciry of V✓heat Ridge or mvcaants, eatemeats or restrictions of rewtd; that a17 measutcments shoam, aad allegations madc ace accu[ate; tftatI havc read and pgrcc to abidc hy afl co¢ditions printed on this applicatioa andthaY I usumc &Il responsibflityfor compGance with the Wheat Ridge Building Code (UB.G) and a11 other appticable Wheat Ridge Oidiaaaces, for work under this pamit Construction Value: S/~ cc) q,o() Petmit Fee: Plan Review Fee: Use Tax: TOYa1: (owNsn)(corrrxncrox):sicNM~ Dn~y"a7-C~I Descriprion: TCaA;,,, CJC! W✓~ ~(S/ ~.t~ N►o!/~ G~ R~tEtC~_ '^~,'rh aa,~ tp .w'~onwwCn'I-. . ZONING COMMENTS: / Apr:oVul: V Zoning: BUILOING COMMENTS: J Approval: /G~/iJ PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Electrical License No: Company: BUII.DING DEPARTMENT USE ONLY & !C Roof: Plumbing License No: Company: SIC: Sq.Ft.: . Mechanical License No: Company: Expirafion Date: Expiration Date: Expiration Date: , Aporoval: Approval: Approval: (l) Tltis peimit was issued in accordance utith the pmvisions set foKh i¢ your applicatibn and is ru6jece to the Laws of the State of Colorado and to fhe Zoning RegWafloas a¢d Huilding Codes of Wheae Ridgy Colocado or any othu appliuhle ordinanees of the City. (2) lbis pevmit shall expire if (A) th< wotk authorized is ¢ot commenced within sixry (60) days from usuc date or (B) the huildiag authorized is suspended or a6audoaed for a period of 120 day:. . (3) if tltis permit ezpiree, a new petmit may be acquiied foc a fre of one-half tlie amount ¢ormally mquued, pmvided ¢o cha¢ges have been or wilL be made ia theortgi¢alpla,asandspecificatlonsandanysuspensio¢orabaudoomenthunot:xceededone(1)yeaz.Ifcha¢geshavebcenocffsuspeosionorabando¢mene ' ezceeds one (1) yeaz, Eill fees shall be paid for a new pecmit. ' (4) No work of any mamer shaLL 6e do¢e that wiU change che uafucal flow of water causing a drainage pcoblem. (5) CoutracrocshallnoEfytheHuildingInspectorfw~ty-fo~a(24)haucsicadva¢«forall insnectoneandshallr.ceivewritteuapprovelonmspectio¢cardbeEore proceediag with successive phazm of thejob. ' (6) 'Ine isanance of a pecmit or th: apocoval of dcawings and specificatlous shall mc he wushved to Se a peemit foq nor an appcovaL of, any vialation of Ne . piovisions of tLe building coda or auy oNec ecdinance, law, eule or cegulatloa . . . PIqfO NOh.` Owner / contraetor is responsible fa Wcadng peopetty ~ Iines and wnstcuMing iinprovements according W tLs Chief Buildin sp ector approved plan and requ'ired developmmt standards The City is not responsible for inaccucate information submitted within the plan set and any conshuctioa errocs resulting from inaccurate infomnation. Stories: 6' 38th & Wadsworth 3790 Wadsworth Blvd. Wheatridge CO (a) YOKE ME 6' conoco 2,8« 10" 6' Capsule 6'6" X 2'2" 12.9 SQ FT 4'X2'8" 11 SQ FT 22.9 TOTAL SQ FT 4' X 36" DEEP FOUNDATION 3000 Ibs PSI CONCRETE PIawlYetes Owna / sonhaetor fs respm[bk fat toaft pppQ(p lines sad constructing improvements accwding fo dq approved plan and required development standardL The City is not responsible for inaccurate infotmation submitted Nvithin the plan set and any conshucden errors resulting f. om inaccura*.e ir.famation. s~ ~o r ~n G9 ~ ~ u~ b g~ a ~g dn ~ ma ~g g-~ ~ x a a $ 6 ~ ~ O ~ ~ ~ @ r ~R o¢~ ~e d W ~ m ~ ~ . M&Ave ~ . . rt x1v,~ams w u ~ ~ ~ 62' n I ~ I 1, - ~ I - ~ r 75, I ~ ' U I ~ ~ ~ ~ 5~~. I N ~w _ F ~ I I IN ~ ~ - x ~ 1 I i i 11 ~ ii ` u = I I ~ ~ I I I dn n n c?c?~OeoOC ~ Q Q nnaa n B ~ pC e m o p "eA = ~~a a 8 0 O g' O ~ ee ~,6' v 7] o y ~ O N q N[' ~'a II 9 a tr/ e`O_e a F . p + a, a a -A As = C1 SPRINKLER SYSTEM PRESSURE TEST [J FIRE MAIN PRESSURE TEST LI HOOD & DUCT SUPPRESSION SYSTEM TEST )o FIRE ALARM SYSTEM ACCEPTANCE TEST CJ OTHER LOCATION:~,,~~,y~,t~s~,,,s, _~cF6pG~~14r'~SLDtaK,•}-E,__ DATE : REQUESTED BY: CONDUCTED BY: SYSTEM PASSED ~ FAILED LI COMMENTS: < SIGNED 'aEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8452 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 1/27/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 3800 WADSWORTH BLVD Contractor License No. : 19744 Phone : 424-3803 Company : Colorado Security Products, Inc. Phone : 978 9234 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations ot the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : Fire alarm system as per Dave Roberts for Burger King Construction Value : $19,772.00 Permit Fee : $321.25 Plan Review Fee : $0.00 Use Tax : $296.58 Total: $617.83 Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : ~ta yu~- APProval: / a-s ~ ~~_WrLrP(~ . Zoning : Approval : . . 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 : Expiration Date : Approval: (1) This permit was issuetl in aaordance with the provisions se[ forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Re9ulations and Building Code of Wheal Ridge, Coloredo or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not wmmencetl within sixry (60) days From issue date or (B) the builtling authorized is suspended or abantlonetl for a period of 120 days. (3) If this permit expires, a new permd may be acquired for a fee of one-halFthe amount normally requireq provided no changes have been or will be made in the original plans and specifcations and any suspension or abantlonment has not exceeded one (1) year. If changes are made or iF suspension or abandonment exceeds one (1) year, full tees shall be paid for a new permit. (4) No work of any manner shall be done ihat will change the na[ural Bax of water causing a drainage problem. (5) Contrador shall notiry the Building Inspector twenry-four (24) hours in advance tor all inspedions antl shall receive written approval on inspection wrd before proceediing with successive phases of ihe1'ob. (6) Th~ .cermit or the approval of drawings antl specifcations shall not be wnstruetl to be a permit for, nor an approval of, any violation of the provisions t e i es or any other ortlinance, law, rule or regulalion. ~ Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION I.'2.1F~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date ; 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 3790 Wadsworth Blvd. Contractor License No. : 18647 6482 Phane : 421-2339 Company : Cariton Electric, Inc. Phone : 722 5472 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy 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 accurete; that I have read and agree to abide by all conditions printed on this application, antl that I assume full respon bility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable V~eat Ridgeardinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED WGn= ~ u-t,/`----- DATE t`r 1 q'lY Description : Connect caF wash sign, connect red band Construction Value Permit Fee Plan Review Fee Use Tax Total $1,000.00 $45.00 $0.00 $15.00 $60.00 use: Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (7) This permit was issuetl in accortlance wkh the provisions set torih in yopur application and is subf'ed to the laws of the State of Colorado and to the Zoning Regula6ons antl Building Code of VJheat Ritlqe, Coloratlo or any other applicable ordinances of the City. (2) This pertnit shall expire if (A) the work authorizetl is not commencetl within sixty (60) days trom issue date or (B) the builtling authorized is suspended or abandonetl for a period of 120 days. (3) If this permN expires, a new permit may be acquired for a fee of one-half the amount normally required, providetl no changes have been or will be made in the original plans antl specifcations and any suspension or abandonment has not exceeded one (1) year. It changes are made or if suspension or aban0onment exccetls one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a draina9e problem. - (5) Cont2ctor shall notify the Building Inspeclor hvenry-tour (24) hours in advance for all inspections and shall receive written approval on inspectlon card before pr iing with succesaive phasas of the1'ob. (6) Th i uance of a permit or ihe a proval of drawings and specifcations shall not be construetl to be a permit tor, nor an approval of, any violation ot the provisiona ot'Mt buildylg codes or any,,othortlinance, law, mle or regulation. ief Building THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - Building Permit Number : Date : Property Owner : Property Address : Contrector License No. : Company q~l7~adswc~'rh B(p C',ac I I-W ~I 60C 811/d, W6iKi,h"I3yC (L) Phone : 4 o r33 f gco 33 Phone : 7X ' 5 7Y ) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are acwrate, and do not violate applicable ordinances, rules or regulations ot the Ciry of Wheat Ridge or covenants, easements or restrictions ot reeord; that all measurements shown, and allegations made are acwrate; thatl have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the VJheat Ridge Building Code (U.B.C.) and all other applicable Vpheat RidgeliNrdinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE iZ--q j Description : ko`' R..d Construction Value : /uoe' oa , Permit Fee : Plan Review Fee : Use Tax : Total: IZ c" ~J BUILDING DEPARTMENT USE ONLY Zonm ;C m en ~ SIC : Sq. Ft. : Approval : Zoning : BUiiding Co men ~ Approval : P,Utilic o_s C"o"Fnmefits~ Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval : it Ians~Re~ Plumbing License No : Company : Expiration Date : Approval: ~ [Plaf~s.R€$Olf€d~ Mechanical License No : Company : Expiretion Date : Approval: g 6PLah3R€4Ui'f!~ (1) This permil was issueE in accordance with the provisions set faM in yopur ap0liotion aM is suDjecl to tne laws ol the State ol ColoraEO an0 lo the Zonin9 RegulaUOns antl Builtliny Code o1 VMeat RiEge, Coloratlo ot any oNer apDliUDIe ordinancez of Ne City. n0ed (2) TTis permit shall ezpire d(A) the work auNOnzed'¢ not commenceE wiNin sisty (60) tlays Irom issue Oate or (B) Ne Ouilding authorized Is suspe or abandoneE for a period o1720 days. (3) 11 this permfl ezpires, a new permit may be acquireE far a tee af ono-half the amount normalty repuired, providetl rro Uanges have Deen w will Ee maCe in the oriqinal Dlans anC spedfiwtions aM any suspension or aOanEOnment has not emue0ed one (1) yeac If Uunges are ma0e or if suspensbn or a0andonment e.ceeds one (7) year, lull lees snall be paiE lor a new permit. (4) No work ol any manner shall be done Nal will change Ne nalural Ilow ol waler wusing a d2ina9e problem. (5) Conlrztlor stwll notity the Building Inspector twenty-four (24) hours in advance Iw all inspections and st+all receive wntlen apDrw'al on inspecUOn cartl belore proceetliing with successive phases ot the 7oD. (6) The issuance of a permit or the approval ol Erawings anE specifications shall not De consuueE to Oe a pertnillor, nor an aDP(oval ol, any violation of the provisions o( the builtlinq codes or any other or0inance, law, rule or regulalion. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION . . > , iu. . ~.4.,.-. n ~ 1)EpAR'tMENT OF PLANNINt3 AND DEYEL~PMENT Building Permit Alumber : 6396 BItILDIN(i lNSPECTION t1WISlO1N - 235-2855 Date : 12/1f97 ` CItY OP WHEAT itIDGE 7500 YYEST 29TH AWENUE ' WNEAT' RlDtiE, CO 80215 propetty Owner : Properly Atldress : 3790 WAdSWORTH B WD Phone : ConVactor License No. : 18238 Company : Rangeview Plumbing& Heatlng, Inc: Phone : 465 0421 pWNER/CONTRACTOFt StGNATURE QF UNDERSTANOING AP1D AGREEMENT Constru7Wn 1/Oue : 5MWOC) i trereby mrNfY thet tla "feck dwwceK propoesd hY tlhk panta~7it~eCsilon ero aecatrate, Permit Fee 398.00 81d d0 rroI MiQ19~ iiOablA adltlBnclB, iU1B5 W fOpUlaflOnB O} M6 Cu7l O} Wheet RidQe Or ~a~y, ~ ~ ~y~wµ Q{ ~pn{; qquµµ „A ~,remstAr snown, and atlepauom Plan Review Fee : . $0.00 mwde 6na aecu~ qiet+Mve aead aw roe cbnay~Med on tMla appOtition, aliM thytl ~eWwib fU~ Is~ the iNheat Rld9e BuikIM9 U S@ TEIX :~3.~ Code (U.B.C:) and dl dher applicabl6 V~lhee wxier this pumft. 7ot~i $13i.92 (OWNER)(CONTR~4CTOR) SIGNED. . . Description : INSTA4l PLUNBINC3 FOR 1 RESTROOM, RELOCATE FLOOR SINK FOR POP MACHfNE, NEW WATER LINES FOR pdP MACtiINE BUILDING DE?ARTMENT USE ONLY , SIC: Sq.Ft`. APProvaf : Zoning : APProval : Appraval : OccuFancY ; Watls : Roof : Stories : Residentiai Units : ElecMicai Cicense No : Plumbingiicenae No : MechaWtcai LicensH No : Company : CompanY , Company : Expiration Date i fxPiration Date : Expiretioo bate : kpProva{ : APProval : ApPraval : . (t) snhpartNtvra.7sswainaceorancewahaiepTvWwm eM tarlhMyoPiuappXatlonmdhau0Odameawitams6fft s++caioRaaoanamuisronuw.. . aapaMpiia . . . RWWatlansan4~~~ Cafeofwsirk au b mt caMAMet paM «txiu Cdorailoamr~anYencedr+qhl'n owx i2y 17qs P~~expi~a f~tl+e ~eiaMY ( d►~) dortlinan~x~M t~omdibeuehaCd~elry. or . (81the WWin~l~ad ie . . a6nndcr~l for a P~w ~ ~y tw qwapk M~e beM~nrwW bp mW~ ~n tlia (3) awsqamdte~es, e naw iinf' be er+vaked tar a tas ot a~l+aUnre anaum namelN M dwqee aro mme a M s~psnNon a eba~M.. . «ginm POM 6*0 ."GOCmbno.OW pn' waeandmmernn..namoweaeaone.tqyeer. . ozcepya em (1) YMa, tw ba aqeU 4e paWp~M. . . . ~ Nowatcdemmru+x 60bedwisp+kwpldiwqeiMiwuranowofwaMrcauNnp aarnropepoekm.~g; ~~~~p~ sy~~or~p-~x (24)haas.ln advanca tor aA infpaatlaro arW tXUN rscaM WFl9en epproval cn i~qpectlan arA before . mobessive : (el ~ aavermit ad+e.app~ wMo '"°'P'd"ati°"'sAaNnaoemnevuwmn.aaWM ra~nwanWrwaiM.Nnvwlanm dn,spoWwns . . ; MHiebupitkqcodeea olharoidineroe, hw, mbor*eYWatlon.. . . . ~ . . Chief Bu~lding Inspector THIS P~RAAIT VAUI? OCAN4.LLMH~13G3 24 HOII ~ PRIOR TO IN9~(pff~CT.QR AND MAYt"iR DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : Date : Properry Owner: 00 Ji Cc`_ U Property Address : aU IAJflf'~ U-,L?UT \k Contractor License No. : Company:PA~69F-u;6w lftun6:~~-tLq 1 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereDy certify thal the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, ruies or regulations ot the Ciry ot Wheat Ridge or covenants, easements or reslrictions of record; tha II measurements shown, and allegations made are accurate; that 1 have read and agree t i by all conditions printed on this application, and that I assume full responsibili a com with the Wheat Ridge Building Code (U.B.CJ and all other appliwhle Wheat i e o inan ~JBr' work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE lo~ Phone : yx )-.2 Phone : ZJ(~ -0L/;~ ( Construction value : Permit Fee : Plan Review Fee : Use Tax : Total : -~'tGr~1) NuVI`!. E?i;-ii?JO.✓~ ~{7i=7/JC'Aii_ ~=/G'UG? SlU✓_ Descnption : n . ~Gr tU~4Zr_-f~ t , !.;t_`l -}~~r BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : Approval: P.Qbl - - Approval : Occupancy : Walis : Roof : Stories : Residential Units : Electricai License No : Company : Expiration Date : Approval : N ~i~~ Plumbing License No : ComPanY• • Expiration Date : Approval: ~ ~PIa1iS;R€~OItStl~l Mechanical License No : Company : Expiration Date : Approval : 0 eP1amftSQQ(mtlm (i) TTis parmit waa LaaueC in acwrEanca with the Drov^sbns set foM in yopur aDOlication afW is sub'Iecl to the laws ot the SUte of Cobratlo anE lo Ne Zoning ReguWtbna arM Builtlirg CaCe of Wneat ftiEge, CUrndo or any otner apdicable obi^anxs ol Na Ciry. (2) This pertnil sMil expiro it (A) the work auNOnzcd n not commenatl wMln w1y (80) Eaya Irom issue tlate or (B) Ifie Ouilding auNOrized is suspendeE or aOinEOnM lot a penaE o/120 dayf. If this pertnit eKpires, a naw pemut maY be aNUircd for a lee of onrhaM the artaunl rwrmalty nquired, proviCed rro Uanges have Eeen or will be rtutle in the onginal plans and spedffotiona anW any suspensian or aWnOOnment nas not exceedetl ona (1) year. If Uangas are made or if suspension or abanEOnmenl qtaetllOM (1) yaaf, NII leea 3M11 Oa paiE fat a new pertnil. (i) No work oNny manner shall Oe Cone Nat wlll clnnqe the natunl Ilow of wahr wusin9 a E2inage proDlem. (5) Conlraqw sha11 noUry the Builtlinq Inspector twenry-four (24) hou~s in aEvance lor all inzpections and snall receive written apDroval an inspection rar0 Cefore proceeCiinq vnU auccesai~a p~eses o ~f ~e'ob. (6) TTe iuuance a( a pem~il a Ne appmyal o~Cnwings and specifraUOns shall not Oe coastrued to Oe a permil tor, nor an approval o( any violation ol the provisiorts of the OuiWirp w0es w any other ordinance, law, rule or regulatlon. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION pEPARTMENT OF PLANNING AND DEVELC1PMENT Building Permit Number : 6262 BtJtLt11NG INSPECTION DIVISION - 235-2855 °CITY OF WHEAT RIDGE Date : 11/21/97 " 7500 WEST 29TH AVENUE , WHEAT RIDGE, CO 80215 Property Owner : Properiy Address : 3790 WADSWORTH BLVD Phone : 649-4098 Gontractor License No. : 19755 Company : The Deer Creek Corp Phone : 762 1925 pWkERlCONTRACTQR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $6,000.00 theraby cert iN that d» saback distances proposed by this pertnk applicetlon are accurate, pgrtplt Fe2 : $113.00 and Fio nCE uld8te epRIMADIa ordinances, rules or regulations of the CM1y of Wheat Ridge or cbvenants, ea~smenb or ~astricGons of record; that all measurements shown, and allegations Plan Review Fee : $0.00 ry~aGle a~re AcctuaM; that tlitlve read and a8ree to abide by all condkions printed on this app4Calb0,an11 that 1 assume full responsibilib for wmp6ence with the Wheat Rldge Building USB T8X : $72.00 Cod¢ (U.9.C.) 6nd afl a#hM eppllcable Wheat Rldge oMmances, for work under this pertnk. DATE TOtal: $185.00 QWIMBm(CONTRACTOR) SIGNED . descripti0n: add demising wall and relocate fast food BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : ? APProval: Zoning : ~ u Approval : ' Approval: Oocupancy : Walls : Roof : Stories : Residential Units : ElectllCal License No : Plumbing License No : Mechanical License No : Cdmpany : Company : Company : ExpiratlOn Date : Ecpiration Date : Expiration Date : ApProwdl : APProval : Approval : (1) 7CIIS pemdt wes lewetl in axordance wlth the proviabns set torth In yopur applice0on antl Is sub ect to Me laws of the State ot Colaatlo and M the 2oning licable ordinancas W Clry. other a n b d pp y o or a re RepWaHOns anO.Bylltlinp Code M Wheat Ridpe, Co (2) 71iig pemiH shppe%plro d(A) the woifc autlwnz etl is not commencetl wlthin slxry (80) days from issue date or (B) the bulltllnq auVwdietl Is suspended ot . !p'.w,...w1ov s nxied ot 720 davs. h been or will be made in the (8)~- ,.:i oii d) 'iNt a IS-( ~ qulretl for a fee of one-helf Ue artaunl rwrmely reqwred, provided rw chanpes ave mnalon or abandonmenl has rrol racceetletl one (1) yeer. If changes ere made or ff suspensbn tt aCandonmenl )r e new permit. chenpe the naturel Mow of water ceusing a drainage problem. wenty-TOUr (24) houra in etlvance fw all inspactions and shall recelve wrltlen approval on inapecUon card before awinps and epeciMCadons shall nol be consWed to he a peimit for, nor an approval M. enry violatlon of the pmvislons 18W, NlB Of fEQU18f10f1. PERMIT VALID CONLY ALL W234-5833 24 HOURS PRIOR TO~INSPECT ON ECTOR AND MAYOR DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: ~~~r6c o ~L~~• -~f Property Address :,3 ~ j`G Contractor License No. : Company: 72~.. ~ Building Permit Number : Date : Phone : Co yy Phone : OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit applitation are accurate, and do not violate applicable ordinances, rules or regulations of the Ciry o( Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accu2te; that I have read and agree to abide by all conditions printed on this application, and that I assume full respqnsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable'W eat RidgeG~ inances, for work unCer this pertnit. (OWNER)(CONTRACTOR) SIGN DATE Description: 4XAte,y„sin5 W~`/ m (~1dLu-~-~ Construction Value : Permit Fee : Plan Review Fee : Use Tax : Ada• 71 Total: BUILDING DEPARTMENT USE ONLY Z0 ing,,pormnmen SIC : 55~1 Sq. Ft. : Approval: Jr*- Zoning : C I Approval: P,QtiI Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company :j5a'r1TvK EX& c• Company :c,P<<w Company Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: ~ W137RV~ n UMf13!Rg901EM m iE1~R~7R~40fC$tl~ (1) TMis pe~mN was lasued in attoNance wIM the provisbns sel forlh In yopur aDPlioUan and Is subject to Na Wws of the State of Coloratlo and to the 2oning RaguWtions antl BuilEing Code of WTeal RiEge, Cob2do or any olher apPlicaWe ortlinancee af ihe Ciry. (2) This petmit slull ezpirc 7(A) IM vrork authonzeC is not wmmenced wiUin sixry (60) Cays hom issue Cate a(B) the Ouiltling auNorizeC is suspentlcd a a0a'MoneC for a parioC of 120 tlaye. (7) If Ihis pertnit aDiroa, a new pemut may Oe acpuired br a fee of onalul( the artaunl narmalty requireE, proviEeE rro Uaiqes have Deen a vnll De made in the original plans anE spetifKaUons and any suspenaion or a W nEanment haa rwt exceMeC one (1) year. II Uanqes aro maEe or il zuspension or abandonmenl ezcaeCS one (7) year, (ull feea shall Oe paid for a new pertnit. (4) Na work of any mannx shall Oe done Itiat will change the nalural flow af water rausing a tlrainage proDlem. (S) Contrapor all noli t~e Builtling Insped or Iwenrydour (24) hours in aWarice lor all inspectiona and sAall receive wotlen approval on inspection wrd befwe proceeC' U s esaive phases of Ue IoO. (6) The I ue e of rmit or Ne appryval o(Or wings and spetlfiraGana snall not Oe conslnmE la Ee a permit lor, nar an appmval o( any violation ol the pmvisions of ~ inq ef or any othe~ r8ini aw, Me or reyulation. q ~ ief Building Inspector For Mayor THIS PERMIT VALID ONIY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5913 24 HOURS PRIOR TO INSPECTION THE DEER CREEK CORPORATION 1500 W. HAMPDEN AVE., UNIT 3-D ENGLEWOOD, CO 80110 303-762-1925 FAX 303-762-9543 DATE: 11-10-97 ATTN: CITY OF WHEATRIDGE BUILDING DEPARTMENT RE:CONOCO 3790 WADSWORTH DEAR BUILDING DEPARTMENT, Attached is "EXHIBIT A" (the as is floor plan) and "EXHIBIT B" (the to be floor plan). Conoco is going to relocate the fast food counters from the "north wall" location to a new "inside wall" location per the attached drawings. The existing electrical and plumbing will be relocated from the old location to the new location. In addition, we will be a new non-bearing demising wall as shown on the drawings. We would like to pull a permit to perform this work SINCERELY, DON BROWN PRESIDENT Jadsworth Blvd. Wheotridge, Co. FLOOR PL_AN: 3310sqft ~ ~X1.1":1=T 14 A „ STORE No.:06439 CONOCO INC. A D~POqT SUDSNIMY As ; s Fl•#r ?l&v. _ i i 0 c ~ %Y E ~ ~ Y ~ 0 i h i i u ~ J - - ISPU 5 oFFrcE ~ ~ ^a 0 0 J 5 0 W Y O SALES ~ AREA ~ Y V N/B/C m Y tYALK-IN crtadr ~ i COOLER s ~1 ISDU OO II CASHIER ARGA IRIrO ~ 0 PO' ~ iOSi- -C~OFf~EE O~,-~~GpR[ V~ Q GOFiEE BRE'MN I S('AL~ 3/16" 1. 0" DATE: 2/14/97 I STORE LOCATION oESCRIPTioN: MLRCHANDIS[NG PLAN AS IS. 379C -wcuM cAewcIs a cwMT[n iav. /odsworth Divd_ Wheotridge, FLOOR PLAN: 3310sqft j)( f.~ ) i-~' EXL: G,T' , 0 l3,. Co. STORE No.:06439 CONOCO INC. A OuPONT SVe$tOwrr »:w TOTnL PRGE.005 W~ 1'0 ~OC ~~°'r ? 1&01~ F-- ; I o I 0 ~ ~ ~ ~ i 3 V1 T 0 / 'a W u 0 ~ i{ W ~ : x 1/ALK-IN FREEZER LOT1O 1 1G ti ~O v 0 1 C 4 Z 6 <y m 11 SALES I g AR6A MAGK-!N COOLER s•ttt ~ < NVTS ~ / 2 01`3 nEIoVE nut e[wunrM aco rnE z 4~~ ti0 ~ 1 CASI!!ER C AItBA C e'nus.a aoort H/e/G lM1 OLB ~ u isvu yivAcc nas nooo K YOV ++154. NEw • lME COYERS 7NE iA 5Fj{4, BUT If 3UHE VCtN^.!t SCAI C 3/i6" l' O DATE• 2/14/97 I STORE LOCATION: 379C AN TO BE DESCRtPTIoN: MERCHAND[SING PL e4. 7500 WEST 29TH AVENUE The City of WHEAT RIDGE, CO 80215-6797 (303) 234-5900 ~heat City Admin. Fax # 234-5924 Police Dept. Fax # 235-2949 GRidge February 10, 1995 Mr. Dennis Wyatt Wyatt & Associates 1865 South Pearl Street Denver, Colorado 80210 Re: Wheat Ridge Market PI e Cente~ ttal Review Of Project Construction Drawings & ~~n Control Plan Dear Mr. Wyatt, I have completed my review of the above referenced documents for the Wheat Ridge Market Center project, and have the following comments: COVER SHEET 1. Please note that "Wheat Ridge" is two words not only for the purposes of these plans, but more importantly for the purposes of future entryway sign requirements. SHEET 1.1 1. Please adjust the proposed improvements to the west as needed to eliminate the 9.0' offset being proposed so that existing Vance Street will be centered with the proposed entrance. SHEET 1.2 ' 1. Please refer to comment on sheet C-14 regarding a suggested realignment of this walk. SHEET 1.4 1. Spelling error. "Ration' should read "ratio". SHEET 1.5 * 1. Please place medians at entrances from Wadsworth Blvd. as shown. Also place appropriate traffic signs as noted. SHEET L-3 1. Spelling error. "Vandilism" should read "vandalism". C. Mr. Dennis Wyatt Wyatt & Associates Page 2 SHEET E-1 1. Please confirm in writing on this sheet or with a spillover diagram how the proposed lighting may or may not affect adjacent properties. SHEET C-1 1. Please provide appropriate titles to notes as red lined. 2. Please correct as red lined. Please clearly note that all related City of Wheat Ridge right-of-way improvements are to be constructed in accordance with Wheat Ridge details. SHEET C-11 1. Please note on this plan sheet where the construction entrances are proposed, and show the appropriate tracking control pad(s) as needed. Also note on this sheet that these entrances only are to be used during construction. 2. Please provide at least two cross sections (east to west and north to south) through this site showing depth of fill and/or excavation. 3. Please provide a statement of purpose of the intended fill and/or excavation quantities on this sheet. 4. Please apply for a IandfilVexcavation permit for this site. 5. Please provide a copy of the approved NPDES permit for this site. 6. Please reference sheet C-12 for erosion control details. 7. Please note proposed stockpile area as temporary. 8. Please include silt fencing around all inlets and manholes in addition to proposed hay bales per UDFCD erosion control requirements. SHEET C-13 1. Please provide appropriate warning signs as noted on this sheet regarding the possible excessive water depths that may accumulate in these areas. Please note that 9 inches is typically the maximum depth desired. 2. Please be aware that at this time the second submittal for the final drainage report has not been received for review. Mr. Dennis Wyatt Wyatt & Associates Page 3 SHEET C-14' 1. Four inch painted stripe should be 8 inch solid wide stripe. 2. Please note Wadsworth Blvd. as red lined. 3. Please show existing striping on this and other related plans for Wadsworth. 4. Please note right turn only sign as red lined. 5. Please provide a separate internal pavement marking plan. 6. Would prefer to locate the proposed 6 foot wide sidewalk along Wadsworth Blvd. a minimum of 2 feet to 3 feet off property line in order to facilitate possible widening of Wadsworth in the future, and to tie into the existing detached walk more effectively at the Good Time Hamburger property. SHEET C-15* 1. Please note curb, gutter and walk as needed on this plan and other related plans as red lined. 2. Would prefer a monolithic pour instead of the proposed detached section of curb, gutter and walk being proposed for Wadsworth Blvd. 3. Please note that asphalt surface at lip of new lip of curb should be 1/4 inch to 1/2 inch higher. 4. Please note asphalt patch as Grade "C". 5. Cross slope of asphalt section should be a minimum of 2%. 6. Please confirm that proposed profile of asphalt will fit existing asphalt acceptably. SHEET C-16 1. Please note Wadsworth Blvd on plan as red lined. 2. Please note red lined pavement striping requirements for 38th Avenue. 3. Piease show the existing striping patterns on this plan. Mr. Dennis Wyatt Wyatt & Associates Page 4 4. Please clarify areas behind proposed ramps as west entrance as appropriate landing areas for handicapped accessibiliry. 5. Spelling error. "HOIZ" should read "HORIZ" 6. Please show the proposed pavement tie in boundary to existing at the west end of the project as adequately squared off instead of the angle point proposed. 7. Please provide the typical acceVdecel section referenced on this sheet. 8. Please provide a right-in, right-out island detail for the west entrance. 9. Please provide the appropriate plan(s) for the proposed relocations of the existing City lighting in this area. 10. Please provide a handicap ramp at east side radius of east entrance to project. 11. Please reference the tie bar detail on this sheet. 12. Please note more clearly the exact boundary of all concrete and/or asphalt patches to be placed. For all concrete areas, please provide the appropriate plan showing clearly the proposed placement of contraction joints. 13. Please provide the storm sewer lateral profile on this sheet. 14. Please provide a signalization plan for the intersection at Vance Street and W. 38th Avenue. 15. Spelling error. "Chisled" should read "chiseled". 16. Please make remaining corrections as red lined. SHEET C-19 1. Piease show location of proposed walk on these cross sections. Mr. Dennis Wyatt Wyatt & Associates Page 5 GENERAL COMMENTS 1. Handicap ramps throughout the project are not placed in required locations as determined by ADA standards. For example, in many locations the ramps are drawn behind proposed cross walk striping. Per ADA standards, these ramps need to be redrawn so that the they will meet cross walk striping. 2. Sheets C-28 to C-42 of the construction drawings submitted contain various improvement details from the City and County of Denver. Improvements to be constructed within City of Wheat Ridge right-of-way are to be in conformance City of Wheat Ridge approved details only. Please note this distinction clearly on the related drawings and provide the necessary City details for these improvem ents. •The City of Wheat Ridge acknowledges that review comments on these sheets are subject to the review and approval of the Colorado Department of Transportation. If you have any questions, please do not hesitate to contact me at 235-2868. Sincer6f Greg Knudson gwk cc: Bob Goebel, Public Works Director Glen Gidley, Community Development Director John Oss, Sr. Project Engineer Steve Nguyen, Traffic Engineer File DEPARTMENT OF PLANNtNG AND DEVELOPMENT Building Permit Number : 4295 _,$UILE3IN{3 IN$PECTtON DIVISION - 235-2855 ; CITY OF WHEAT RIDGE Date : 12/3/96 7500 VVE3T 297H AVENUE WHEAT RIDGE, CO $0215 Property Owner : Properly Address : Contractor iicense No. : Company 3790 WADSWORTH BLVD 18309 H & E Electric Phone : 421-2339 Phone : 781 1510 OWNER/CONTFiACTpR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Ya1ue : $3.000•00 I hereby certify that ttb satback dbtanaa. proposed 6y thb permit applicatbn are exurote, Pe~ Fee $57.00 antldq irot vlolNa epplloabb ordinances, iukB.Or repWsNons W the CRy of Wheat Ridge or covemnta,.eesM»nts a reMricdonsof iecoM; that all rtroasuremerrts shown, and albgstiona Plan Review Fee : $0.00 made are accuFede; MatJ have roed an+iagree M ehide by alf cprWitions priM~ on this apqicadon, and that l asswna tWl nepasew tor com Ilance wiM the YVheat Ridye BuiWing Use Ta)t : ..$36.00 coa.cu.e.c.>t.W .no~.nci.~ idge Pn ; r work un+w a~~~ (owrieRxcorrrRo,ctai) siaN onre TotW : $93.00 Description : CHANGE GAS DISPENSERS USING EXISTING CONDUIT BUILDING DEPARTMENT USE ONLY ' SIC : Sq. Ft. : Approvai : Zoning : Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units; Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (i) Thia Pormft +Mas lefud In icoolEance w%h Vie Prm'Iebne eet toM In yopur eDWcetion arM is aubkG b the lews of iM SWe of CoWratlo mtl to tlre Zonirq R~yyp~~ anACaN W Wheat Wdas Cdontlowarry otherappllahb aWnancee oftlie Cily. (2) Th (a pemmlitt shsq exqro B(A) the work auawdzsd ia mt cammsnoad witlim sbdy (80) tloya from iawe date or (e) the bulWinp autlwAxed b aspenAetl a acandonsd tora W~btl a 12Udays. (3) H tlNe Pe~ exW~a~ a new PenNt ~uy be acQWred for e tes of ono-half fhe amounl nortnaM rc9Wred. orovitled iw c~anpes Mrobeen w will 6e matle In the aiBUW Ptens and eP~ ~denY ~ or abe~Onrnent has not exceeded a~e (1) Yeer. N tlie~es aie matle or'rf auepenabn or abandonmenl arznetle ax.(1) Ysv. tuN Mee shaN bePelU a new Pe~mM. (4 No wak of smy mminer e1Wl be dmd tlwt wNl clbnpe the nehual Ibw of wetw wulnp a dreinege pobbm. (5~ Gontractor Mallmtlh tlb BuYtllnp ~nnoec~r tbwenty-four (24) houro in atlvance ior all i~repectlone end shall recelve wriUen approval un inspadion cem hefore p wigisueo~xva dale' (8j aThe~ibw~ of e~P «IC~W ~aMtw~atll a~~~«rea ~ au a,~n ~a oa oo~waa ro be e~ ror. oor a~,.wa a, .m waano~ a nb aro~ THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUII.DING INSPEGTOR AND NIAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Buiiding Permit Number : BUILDING INSPECTION DIVISION - 235-2855 Date : )rJ CITY OF WHEAT RIDGE ~~/=~'~b 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : L u Property Address : a790 ~-Phone : (`y/ -„1g,~-/~ Contrector License No. : lk30 ~ Company : /¢Y-~ Phone : 3I Af-/0 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : 3 I hereby certify that the setback distances proposed by this pertnit application are accurate, PBffillt FB8 : and do not violate appliwble ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions ot record; that all measurements shown, and allegations Plan RevieW Fe@ : made are accurate; that I have read and agree fo abide by all conditions prinied on this application, and that I assume tull responsibility for compliance with the Wheat Ridge Building Use Tax : Code (U.B.C.) and all other applicable Wheat Ridge ordina~ces, for wo under this permit. /f/i7 ~l n . .1 . . ~ ~ T0 t81 : (OWNER)(CONTRACTOR) Description : zo~iin~ WCOmme~iFS~ Approval : Zoning : Buifdin~Comments;~ Approval: Pu bl ic?W o-rKss~Gbininenf.s?j Approval BUILDING DEPARTMENT USE ONLY Occupancy : Walls : Roof : Stories SIC : Sq. Ft. : Residential Units : Electrical License No :/F~0~ Plumbing License No : Mechanical License No : : Company: #4-t- C~l6cRRtc (e.,/,ue ComPany' Company Expiration Date :~dk/yy Expiration Date : Expiration Date : Approval: Approval: Approval: ~PIah~Rec(tltre,tl,~ ~ TPlan5 Re`q~iired'~~ (p This permit was issued in accordance with the provisions set torth in yopur appliwtion and is subled to the laws ot the State of Coloratlo antl to the Zoning Regulations and Builtling Code af Wheat Ritlge, Coloratlo or any other appliwble ortlinances of the Ciry. (2) This permit shall ezpire if (A) the work authorized is not commencetl within sizty (60) days hom issue Oate or (B) the builtling auNOrizetl is suspentled or abandoned for a penod of 720 tlays. (3) If t~is permit e:pires, a new permrt may be acquired for a fee of one-half the amount normalty requireC, provideA no changes have Deen or will be made in t e original plans and speuflcations antl any suspension or abantlonment has nol exceeded one (1) year. If changes are made or if suspension or abandonment exceetls one (7) year, Full fees shall Oe paid for a new permit. (4) No work of any manner shall be done Ihal will change the natural flow of water causing a tlrainage Oroblem. (5) Contraclor shall notify the Builaing Inspector lwenly-four (24) hours in advance for all inspeclions and shall receive written approval on insDection cartl before proceediing with successive phases of the job. (6) The issuance of a permit or the aOProval of d2wings and specificalions shall not be consirued ro be a permit for, nor an approval of, any violation of the pmvivons of the builEing cotles or any other ordinance, law, Me or regulation. Chief Building inspector For Mayor THIS PERMIT VALID O ALL W 345933 24 HOURS PR OR TO~INSPECTIONPECTOR AND MAYOR //ig3 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner Property Address: Phone Contractor License No. : . CompanY Phone : 777 2oW~ OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I Q%, I hereby certiy that the setback distances proposed by this permit appliwtion are accurale, P2ffTllt Fee : 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 Plan Review Fee : made are acwrete; 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 Use Tax : Code (U.B.C.) and all other applicable Wheat Ridge ordin es, for work under this germiZ. Total : (OWNER)(CONTRACTOR) S~NED DATE ~1 Description :.e,~. i5 T~~.~ Qco v c,'~ Y,~s <q$ BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Zohirig;Commeht"s~ Approval: Zoning : Buifdin~Commedts:~ Approval: Pfi bl ic?Wo`rKs'Cbit~ments'~ Approval : Occupancy : Walls //-~,3 i~ KoU. . Residential Units : Electrical License No : Plumbing License No : Mechanical license No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval. Approval: Approval: Ej KPlansReq~iire_ IN rI1"R~'al~ir`ed~Ei IN EIaE,Re"~c"fiiredn (1) This permit was issuetl in accordance with the provisions sel forN in yopur aDPlimUOn anE is suEjecl to the laws of Ihe Stale ol Coloretlo antl ta the Zoning Regulations anE Building Cotle ot YMeat Ritlge, Colo2do or any other applicable orCinances of the Ciry. (2) This permit shall expire d(A) the work aulhonzed is not commence0 within sixty (60) Eays from issue date or (B) the builtling authorized is suspended or a6andonetl for a penad of 120 tlays. han of rithis g nal plans and speCi(cation and any s speunsion Or abantlonme t has not ezceeAed one (1)Qyeao Pf changes a~e made or~ f suspe sionlobabantlonment exceeds one (1) year, full tees shall be paid for a new penniL (4) No work of any mannet shall be tlone that wiil change the natural fiow of water causing a dreinage problem. . (5) ConVaclor II noliy the BuilOing Inspecror twenry-(our (24) hours in advance tor all inspections and shall receive wntten appmval on inspection card 6efore proceetli w h success e phases of the lob. (6) The iss an of a perm' or the~pro~~l ol drawin~anE specifications shaII not ~e consWea to be a permit Por, nor an appmval ol. any violation of the Orovisions of codes anyoth orct a~. IP -~Ileaaq~ ° thetluiitli Inspector Mayor PERMIT VAIID OALL W 345933 24 HOURS PRIOR TO~INSPECTIONPECTOR AND MAYOR APPLICATION FOH FLAMMABLE LIQUIDS STOflAGE PEflMIT COLOflA00 OEPAflTMENT OF 1A80fl 6 EMPIOYMENT - OIL INSPECTION SECTION ' Tower 3, X525, 1515 Arapahoe St, Damer CO 80202-2111 A ploi plan must accompany this apDlication; showing: name & atltlress ot facility, lot tlimensiona, tli¢tenca to building, roatls, railroada, property Iines, otM1er flammable liquitl steraee tanks, tlikes, secondary containmenc erees, locacion ol existin8 tenks, pipin9 antl tlispensera as well as IDe naw material beinB installed or u09radad. [FF Fna ttlS ^i1ST PI AN PFVIEW ANO INSTALLATION INSPECTION IS S1fi0.00 PEP FACILITV. - Please oav bv check o, monev ortler. Facility Name: f(~i( ~C)C'C) Owner Name: _~e~ , 0 CO i~L r Address: cff7%(J fi N/~✓A/.~~! ~i Atltlress: ~~~5 01 V ~7 ~ X l I ,Z~JUE ziP 7ea 6 PlJDn~ i O zir ' L ~ t Phone: ~ Phone: lcircballlhetepplyl ~ ServiceStation Bulk Plant MaintFacility Airport School HosOi[al Businees Private Govemment Fesidence Ratan ) Wholesale Wrdlock NonResale EmerBency Supp1Y FiPeline Terminal flafinery Manefazrory Moror Fuel Gaseline. `Dieael Fua~ Avia[ion Gas Jet Fuel Keresene Mechenol Ethanol Gasofwl Hea[ing Oil Weste Oil Engine Oil Lubricating Oil Gen¢mror Fuel AntiFreeze Solvant CausBC Acitl Speci(y if other chemical: ' NEW TANK SIZE TANK TYPE PflODUCT MANUFACTUflEN GAL. D 1,40C- _C=~- CF/SEh1% - QAL ~ _PL.4Cc t-Jr. NSc=,2S GAL. ~ YS GIJ7 CP/ 6Zrd [~ES GnL. {'L/i~71 k~ PiE ~T_Li<AnJJ! 4la K ~.~1c~ GAL GAI.' TANK DESCHIPTION:Z vnOerBround ul 581 aboveBrountl ul 142 in vaNt in buildinq secondary containment single wall double wall sttel fiberglas ¢[aeVtrp composite ir0 or polyethlenejacket epmcy coareE hp coatetl Cstip3 frp liner Oolyethylena liner other jackeVliner Megoesium anotles Zinc anoEas Imvmsnee Current System other anHCOrrosion method PIPING CHAFACTEHISTICS steel galvanizetl C-irQ/fibere,al copper emiroflez or equivalam epoxy coating Plastic watin8 tapa wroppetl --tape type tlauble wall secondary coirtainmen[ above Bround magnesium anotles zinc anodes plastic sleeve ocher Iprintl PIPElfANK CONNECTION -TYPE- ~°S"NAhic'~ r tE SAFf " ANTI COFHOSION - swing joint flez connector i manway secondary wmainment plestic sleeve anodes n PIPEIDISP.CONNECTION -TVPE-~`-~'~`~^')~' -ANTICOflflO510N- awingjoim ~tlezconnecror_ anodes nway secondary containment plasticsleave LEAK DETECTION METHODS: autamatic tank B ~ wetar monitor wells vapor monitor wells imerstitial monitor o[her} ~%E<`Dr-Q i<OOT /~5 How meny wells VAPOFILIQUID DETECTOfl TYPEIMAKE - . OVERFIIL PREVENTION: till tube valve(~~loat velve.) alarm/balllligM otM1ar SPIILCONTAINER: menufacmrer J siza ANCHORAGE METHOD: sttappetl io deadman tied w concrem sleb other sene/gravel em. becMill tlirt caver GONCflETE COVEfl: 6~Ff inches: or BACKFlLLMATERIALtype amount ' amount ' ASPHALTCOVEfl: inches DELIVEflY SYSTEM: ~,.submwsible pump ) in Line Leak detecmr normal pressure systeip- el cnonic leak detecror ~ . normal suction system suction systemino foot valve/pipa 51opeG to tank suction teetl [o presaura system pump ~ J VAPOfl RECOVEFY SVSTEM: NOT REQUIFlED 6'- STAGE _ 1~MODEL k Lina siza NAMEOFINSiALLEfl: ~/-~~3A' FEkl~rN/~`^3T + ~~~E2✓i0~ Ci ADDRESSOFINSTALLEfl: /0~I(' CAAlIc' ~i 2 6rDZL.7 INSTALLERS COLOpADO LICENSE NUMBER N C! ~ Z S INSTALLEflS PHONE NUMBEN I3'A ESTIMATED START OF CONSTRUCTION ESTIMATED COMPLETION DATE .oi-ir111cwci-inu. OFLlOUP N Chack amount 5 Date reveiwetl Checkreceivad et015 by: SiflnaNreApproveC by_ for FICHAFD 0. PIPEF - STATE INSPECTOR OF OILS Y ~ O ~ 3 ~ y ~1 ~ cf V I ~ i 4-'------~ - ~ --'c----ll- ~ ' I 14 ~ ' II II ~ i i LJ f~ ~ U-I i_A , I i l~ i) r J i"1 . ~ ' - - - - - - - - - - - _ - - - i _ , _ . , , i ~ i ~ ~ I v ~ I I i I I ~ I.~i a A ~ - - ~~W"sNe DEPARTMEN7 OF PLANNIN6 AND DEVELOPMENT Building Permit Number : 4183 BUILDING INSPECTlON DIYISION - 235-2855 C1TY OF WWEAT RIDGE Date : 11/13/96 7500 WEST 29TH AVENUE 4YHEAT RIDGE, CO 80215 Property Owner : Property Address : 3790 WADSWORTH BLVD ContractorLicense No. : 18953 Company : Kubat Equipment Phone : 6494068 Phone: 7772044 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT cpnsttuctroh Vgiue : $108,000.00 1 nereby certify tnat meastuade diayrwen propoaed:by. this pemYt iDPliertion aro axurate, p~ Fee; $935.00 Plan Review Fee : $0.00 meao are 9cwfale, YIal111YYi 1000 YIN ~w a~.w u an w w~w .o....~~ .~~~o appllcation, emi that I assums full respon ~~'y Mr com q~with thb RWge BuHdfng Use 7aX : $1,296•00 Code (U.B.C.) erul ad oRM aMlic~ VYhyMt RWpe o~rbs, for work under Mb mdt. , . . (OWNER)(CONTRAC70R) S16NE ' .,~DATE TOfal : $2,231.00 Description : NEW DISPENSERS ON NEW ISLANDS CONNECTING TO EXISTING PFtODtiCT LINES. 98 UST UPGRADE ON FJCISTING TANKS BUILDING DEPAR7MENT USE ONLY SIC : Sq. Ft. : Approva! : Zoniny : Approval : Approval : Occupancy : Wails : Roof : Stories : Residentiaf Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : m 0-~ a (7) Thit Pemdt wam ieeuetl M axatl8nee wIM tlro proHtlone eM faMi in Yow ePWcabon wW is wpJed to the laws of Ne Shce of CaloraW aM M Mre Zonft Repuktlons xid BuNd'xq.Code MVNbaI~ b Cdorado u erry otlror aPPlkable ordhuncee W the CNy. (2) Thia psmYt eMll e~ire B(A) MM wMk a ai rat co mmenad within t6cH (80) daye fian ieem tlete or (B) ihe WNtlMq suMwAzed b auspenOed or aDandonetl for a period o(130 ~ e nmw maY be aWUired for e fea W aie--IwHthe emounl nortneN' ro4ukedpwnded no Manpes hevs bea~ M will be mede in tha (3) If tlNS W aipMml pluia enU s antl any or eOanEOnrtairt hes nd axceetletl ona (1) Yeer. 1( chenges aie metle or H e~eGenabn a aCentlonmeM e~oceea. me c+r r•u: rw res..naa oe a.w°~8o~r:°r w aennn (q) plp wqR dgm/ rtynner yryeN pa dpne tlyt wip ohaiqe 1tre naWral Ilow of v+ater nue0q a draineye probbm. ConbaIXw sMNnotlfy tlle BWWUq InsDecto~ lwenb'four (24) Muis in atlvance for ell Inapec6ons aM ehaN receNe wrlllen apqove~ a~ Inspectlan cartl 0efae (5) wilh sucateiva of tM (e) ~,~g~y~~n~s a e~mic or ~~"'n.rr~ oJauawxwa arw .v~an~uo~8.nen ~a o~ ~wea ro bo a c~~n ror. ~or.~ aaa~ ~r ~aano~ a ab PrwuIone W tlNM~din6. mdq'er eM othMOMinancg, lew. NIe or reBUletlat. Sief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234.5833 24 HOURS PRIOR TO INSPECTION r ~~'~§t . c~ '~lfIIENT OF PLANNING AND DEVELOPMENT ' ~ ~ {LDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE ° f`, WHEAT RIDGE, CO 80215 aat Property Owner : KAYO OIL COMPANY Property Address : 3790 WADSWORTH BLVD bntvctor License No. : 18146 Company : McBride Electric Phone : 867-8879 Phone: W7'RACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT the aelbeck distances proposed by this permit application are acwrete, ppliceble ordinances, rulas or regulations of the City of Wheat Ridge or ~Itts or Bstrictions of record; that all measurements shown, and allegations ybpa; that 1 have read and agree to abide by all conditions printed on this ~k I aasuma full responsibif~ty for compliance with the Wheat Ridge Building ~p1d811 other applicable Wheat Ri e ordin~ ces, for work under this permit. Construction Vaiue : $5,685.00 Permit Fee : $93.00 Plan Review Fee : $0.00 Use Tax : $8528 Total: $178.28 ~ t_- • y 150 AMP 3 PHASE SERVICE 120/208 SERVICE TO CONTROLCABINET CIRCUIT FORLIGHT & SWITCH,2 MOTORS 7.5 HP & 10HP 3 PHASE ' BUILDING DEPARTMENT USE ONLY t ~F~ Y ApESroval : ZGIIing . ~ t ; /`pproval : A ~ °~E ~ qpproVai . .k i . Walls : Roof : Stories : Residential Units : • . ~ h a Fk..2' ~ iLicense No : Plumbing License No : Mechanical License No : Company: Company: L6 pg~ ; Expiration Date : Expiration Date : ~ ~ Approval : Approval : • ~~w = yips Iewetl in accordance with the provisions set torth in yopur appliwtion and is sub1ecl to ihe laws of the State of Colorado and to the 2oning aotl Builtlir~g Code of Nfieal Ridge, Coloredo or any other applicable ortlinances of Ne Ciry uthorized is suspended or ldi b y r~ ~ ~ ng a m ~gh911 expire If (A) the vrork authonzed is not commenced within sia1y (80) tlays from issue date or (B) the , . ~c + p~~* pptlior a perlod M 120 days y~rlNf expiree, e new pertnil may be acquired for a fee Of one-half the amounl normally reqmred, providetl no chanqes have been or will be matle in the ension or abandonment has not ezceeded one (1) year. If changes are made or if suspension or abandonment sus d p any . arid SpeciGCaflons an rf a~~~ n118 (i) yMr, full feea shall De paitl tor a new pertnit. sr3 hyqktl►8m/ manner ahall be tlone Nat wAI change the natural flow of water causinq a d2inage problem. and s~all receive written approval on inspection card bePore li l i nspec ons ' lhell nollfy ihe Bullding Inspector lwenry-four (24) hours in atlvance for al any viola4on of the provisions wNh wccessive phases o the he'ob. roval of nor an a it t "v , pp or, ota permH or the approval o~tlrawings antl specifcations shall not be construed to be a perm y CoCes or any othe ortlm nce, law, rule or regula6on. i ~1 . / uilding Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR ' CALL: 234-5933 24 HOURS PRIOR TO INSPECTION M . r ax i? Building Permit Number : 95-2087 Date :10/19/95 cadl l - !NG AND DEVELOPMENT 4 DIVISION - 235-2858 EAT RIDGE ITH AVENUE E, CO 80215 Building Permit Number : Date : /'/j ~J ~~C .8-Go~l~/~s C'c~s~ 1r/° C'e2l Property Address : 7? ~Q ~ f W,~pj g cvU2a~ Phone : fr~ ~~f /7,4? Contractor License No. Company:~C;/-~/~DU~ Phone: 174 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : ~ (0 0 ~ I hereby certiry that the setback distances proposed by this pertnlt appliwtion are accurate. Permit FBB : 9~~ and do not violate appliwble ordinances, rules or regulations of the Ciry of Wheat Ridge or covanants, easements or restrietions af record: that all measurements shown, antl allegations made are accurate; that I hava reatl and agree to abide by all wnditions printed on this Use Tax : application, antl that I assume full responsibtlity for compliance with th Wheat Ridge Building Code (U.B.C.) antl all other apDlicable t Ridge ordinan r~untler this pe rt. c (OWNER)(CONTR4CTOR)SIGNED DATE ~ IJ~ TOY2I: Description : ~ ggr ~77ae f ✓ ,S26"r e67- Ts C~,~~3.16>r_ . rA~T L~./J_ /_iri/I A( (-...r.RIL _'7 n /hwa-aa c ~7.[-GL10 ~e /n /l0 2A/' BUILDING DEPARTMENT USE ONLY ~ Approval : Zoning : Approval : P,~C~ . . „ Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : Plins Required I ~ r Rmns;RS uirt~l~~~ (1) This permrt was issuetl in accortlance with ihe provisions set forth in yopur apphcation antl is subject to the laws of the Slate of Coloretlo antl to tne Zoning Regulations antl Builtling CoEe of VJheat Riage, Coloratlo or any other applica6le ordinances ot Ihe City . (2) This permrt shall expire if (A) the work authorizetl is not commencetl witnin siary (60) days from issue tlate or (B) the building authoraetl is suspentletl or abantlonetl for a periotl of 120 days. (3) If this permit ezpires, a new permit may be acquireE for a fee of ona-hal/ the amount normally requrted, provitled no changes hava been or will Oe matle m the onginal plans antl speafications antl any suspenslon or abantlonmenl has not exceetletl one (1) yeac If changes are matle or if suspenslon or aOanEOnment exceetls one (t) year, full fees shall be paid for a new peimit. (4) No work of any manner shall be done thal will change the natural flow of water Cdusing a tlraina9e pmblem. (5) ConVacror shall notiy the 8uiltling Inspecror Iwenry-four (24) hours in atlvance for all inSpecUOns antl shall recerve written approval on inspection wrtl before proceetliing with successive phases of Ne jo6. ;5) The issuance of a permrt or the apProval of drawings antl speufications snall not be construetl to be a permtl for, nor an approval ot any violation of ine provisions of the butl0ing CAtles or any other ortlinance, law. rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-1849 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :9/13/95 7500 WEST 28TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : KAYO OIL COMPANY Properly Address : 3790 WADSWORTH BLVD Phone : 861-2200 Contractor License No. : 18509 Company : WESTERN CLEAN UP CORPORATION Phone : 8678879 ONMER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the satbadc disfancas proposed by thfs pertnR epplication am exurate, and do not violate applkable oMfnaacea, ntles or regWatlons oT the Ciry of Wheat Ridge or covenants, easementaor restriGions of record; thet all measuremeMs shown, and allepetions made are accurete; Met I have readand agree to abide bY ell conditions Frinted on this applicatlon, and that 1 assume fuU responaibil~y for compliance wRh the Wheat Ridge Building Code (U.B.C J and all other eppliceble Wheat Ridge otdfnencea, kr woAc under this pertnrt. (OWNER)(CONTR4CTOR) SIGNED DATE Descripdon : REMEDATION SYSTEM FOR SOIL CONTAMINATION Construction Value : $23,650.00 Permit Fee : $243.00 Plan Review Fee : $0.00 Use Tax : $354.75 Total: $597.75 BUILDING DEPARTMENT USE ONLY Approval : Zoning : Approval : Approval : Occupancy : Walls DISTANCE OF REMEDIATION SYSTEM SYRUCTURE OR DUMPSTER SHALL BE 50' FROM R.O.W. AND FRONT PROPERTY LINE Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiretion Date : ApprovaF : Approval : Approval : (7) Thls permN was lecued fn axordance with tlie proviebna sal forM in yopur epplkaon antl la wblaet to the lawa of tlie Sfate W Cobratlo antl to tlre ZoMng Repulatbns entl BWMUw CaCe of Wheet R , Cobredo a arry oCrer epWiceGe ordiireraes d the CHy. (z) mis Peimn snan exPo-e g W) Yro wak e Is not commenwd wNhin sixly (80) Oays Rom Iseue tlete a(B) tha Duiltlirp autl»iizetl b suapenAed w abentloned for a{7erbd of 120 s. (3) H tlNs Permlt exGiros. a nsw . mey be ec9idred for e fee M one-haHihe amouM nortnally required, provWed rw diarqee. have been or will be mede in tlro original planeend s and any wspemion or abendonmenl has not exceeded one (t) year. If Uianpes ara ma0e a R wspenebn or abantlonment exceeda one y~r, N9 feaa ehell6e paW tw a irow DamVt (1) (4) No work of eny mennar shall be tlone thet xnll Chenpe ihe netura~ tbw M weter ceusi~ a tlrelnape pioWem. (5) Contraclor slwN nodry Me Buil0ing Inepxta twenb-rour (P4) houre in aeva~e for all mapectlons end shall receive written epqwal on Inapectlon card betore pwMh sucCeselve uh9eba of Ma r'g m ~kNn6acode~s w am'hotFbr o~rrotli a~na la~w^,~iuk o rep ~aons shell not be cansweC to be a VeimM tor. iror an a00~~'al W. anr violetlon oF IM parisions ding Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5833 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Ca-~~ D,Z cp Property Address :_?,7.~?v !✓A-psw~ ~3 Lv~ Phone :c k~ S~°"'°" ~b /-daoD Contractor License No. : Company : l,led-)O~ CrD~~LriPhone :,3gq_oa.? 1 OWNER/CONTR.4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity that the se[back tlistances proposed by lhis pertnit appliwtion are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restnetions of record; that all measurements shown, antl allegations made are accurate; that I hava read antl agree to abitle by all conditions printe0 on this application, antl that I assume full respansibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permrt. (OWNER)(CONTRACTOR) SIGNEDG/DATE Construction Value Permit Fee : 23 L S d Use Tax : Total : Description : /j _ A . 1 i 4_ O / ; i ✓ y -.-i 7- ri.- 7U/ / Lrin ~iim.nr~~ivn BUILDING DEPARTMENT USE ONLY Approval :5~~ ~~8i1L~. B~ R~Sµ~Ortc~ S~4T~c~,~ 5'~I2~nUU1z~ qe. DuMPSre+~- Zoning :pc:n S"u SE ~id F+'cen~- iz.o•~J• a.wcQ ~p.e~l'r P2oP" u~. Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : ~ PISns;Requtrad;?;'.:. I ~ PfBns Requlred ( P,Ihhs iMmlfeq (1) This permrt was issueG in accordance wrth the provisions sel forth in yopur application antl is subjecl to the laws of Me State of Colaratlo anA to the Zoning Regulations antl Builtling CoOe of Wheat Ridge, Coloratlo or any oNer appticable ortlinances of the City. (2) This permit shall axpire if (A) [he work authorizetl is not commencetl within sixry (60) tlays trom issue tlate or (B) the bmitling authonzetl is suspentletl or abanAOneO for a periotl of 120 tlays. (3) If this permit eapires, a new permit may be acquired lor a fee of one-half tne amount normally reqmred, provitletl no changes have been or will De matle in t0e original Dlans antl speclfcations antl any suspenslon or aDantlonment has not exceeAetl one (1) yeac I( changes are maEe or if suspensian or aGantlonmenl e:ceetls one (1) year, full fees shall be paitl for a new permit. (4) No work Of any manner Shall be done lhal Will Ghange lhe naNf31 flow Of Watef CauSinq a tlrainage pmblEm. (5) CoNracror shall notiry the Building Inspecror twenry-bur (24) hours in atlvance Por all inspections antl shall receNe writlen approval on inspecAOn wrtl before proCeetliing with sucte5sive phases of the job. (6) The iss ce of a p mit or the approval of tlrawings antl specifications snali not De wnstiuetl to be a permit for. nor an approval of. any violation of the provislons of the m ing cotl or any other ortlm nce. I , mle or regulation. i ding Inspector For Mayor PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION L?EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-1227 BUILDING INSPECTION DIVISION - 235-2855 Date :6/16/95 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : KAYO OIL COMPANY Property Address : 3790 WADSWORTH BLVD Phone : 421-2339 Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit application are accurate, and do not vialate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED ~I~'~ % V^^^~ DATE Construction Value : $0.00 Permit Fee : $0.00 Use Tax : $0.00 Total: $0.00 Description : mISC BANNERS 150 SQ. FT,10 PENNANTS,1 25' INFLATABLE,1 HOT AIR BALLOON 25' AND 1 nnNnr.n INFLATABIE 10' HIGH BUILDING DEPARTMENT USE ONLY ~ Approval : SM 06116195 Zoning : PCD Approval : Approval : Occupancy : Walls APPROVAL OF ONE 75 DAY PERIOD OF DISPLAYING ABOVE SIGNAGE (APPLICANT HAS AGREED TO (1) 15 DAY PERIOD BUT SIGNAGE WILL ONLY BE OUT FOR 2 DAYS BALLOONS AND PENNANTS WILL BE TAKEN DOWN ON SAT JUNE 17 FOR A TOTAL OF 2 DAYS Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Company : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: is. (1) 7his permit was issued in accordance with the provisions set Forth in yopur application and is sub1ecl to ihe laws of the State of Colorado and to ihe Zonin9 Regulahons and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) Thispertnit shall expire if (A) Ne work authonzed is not commencetl within sixry (60) days from issue date or (e) the building authorized is suspentletl or abanUoned for a penotl of 120 tlays. (3) If this pertnit expires, a new permit may be acquiretl for a fee of one-half the amount normally required, provided no changes have been or will be matle in the original plans antl speafcations and any suspension or abandonment has not exceetletl one (1) year. If changes are matle or if suspension or abandonment exceeds one (7) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done ihatwill chan9e the natu2l flax olwater wusing a draina9e problem. (5) Contrador shall no[ify t mlding Inspeclor hvenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with su ssrv phases of the job. (fi) The~Sguance of a ermit or the approval of tlrawings and specifica6ons shall not be wnstrued to be a permit for, nor an approval ot, any violation of the provisions ' of th~ huildina code YPther ortlinanye, law, mle or regulation. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION PLANNING AND DEP URLDING INSPE T ON DIV S ONE 2VEL 35~ 855 NT Building Permit Number : CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : ~ c -n 0 « Property Address 7~<~ ~sw~ v-1'~~/✓~~ Phone Z l- 2 33 7 Contractor License No. Company: Phone: 4421 -Z3~9 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnd 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 accurete; that I have reatl and ayree to abide by all wnditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C J and all other applieable /W/heat Ridge ordinances, for work under this permR. (OWNER)(CONTRACTOR) SIGNED l SU ~'z~r✓d.^n -CX 3' X/c' /:L~.e:f ~'%Q Description qo 6°t ( e:,~ iC°': Construction Value : Permit Fee : Use Tax : Total : 11 .aLi BUILDING DEPARTMENT USE ONLY Approval: Zoning : , ill ~ Approval : ~omg . ~e~t~ ~a - Approval : Occupancy : Walls Roof : Stories Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval Approval: Approval: ~ F~i~~FtiaFta~~ (1) This permR was issued in accortlance with the provisions set forth in yopur application antl is subject to the laws of the Slate of Coloratlo antl to the Zoning nces of Ihe Ciry. Regulalions antl Building Cotle of Wheat Rid9e, Colorado or any other applicahle orCina iltling (2) This permit shall expire if (A) the work authonzed is not commencetl within sixry (60) tlays from issue tlale or (B) Ihe Du authonzetl is suspendeA or abantloned for a period of 120 days. (3) If this permit exDires, a new permit may be acquireA for a fee of one-half lhe amount nortnally requireQ providetl no changes have been of will De maAe in e original plans and specificatlons and any suspension or abantlonment has not eaceeded one (t) yeac If changes are matle or if suspension or aDandonment enceetls one (t) yeac full feea shall be paid for a new permit. (4) Nb work of any mannet shall be Cone that will change the naWral Flow of water causing a Erainage pm6lem. (5) Contrecror shall notiy the Building Inspector lwenry-four (24) hours in atlvance for all inspections antl shall recerve written approval on inspection cartl before proceediing with successive phases of the job. othe~om nalnce. r lawlnNSe or d specifications shall not be constmetl to be a permit for, nor an approval oF, any violation of ihe prowsions (6) The he issuance o~des or i any the! oH Chief Building Inspector For Mayor THIS PERMIT VALID CONLY ALL W 345933 24 HOURS PRIOR TO~INSPE TION ECTOR AND MAYOR DEPARTMENT OF COMMUNITY DEVELOPMENT 7500WEST29thAVENUE BUILDING INSPECTION DIVISION PERMIT NO.M90JR19412 234-5933 P.O. BOX6sa CITY OF WHEAT RIDGE, C0L0. THIS PERMI7 vALID ONLY wHEN SiGNED Bv THE rH;EF BUILDWG INSPECTOR QND RECEIaTED BELOW. 3~1qO ini,'~S v~~~~ ti APPLICATION FOR MISCELLANEOUS P~RMI T JOBADDRESS OWNER ~ CONTRACTOR C~'VU%~-6 ADDRESS~ ADDRESS 50`fW`-c PHONE 4L'-z53 CITY U''~"`ct~L-291z- ZIP CODE CONTRACT PRICE $ ZIP CODE PHONE '3 11_L~3l LICENSENO . I DATE 1. TYPE Ground❑ Woll Proieclmp❑ 0ther SaOFeee 2. MATERIAL-MWSf1 C-. Total Squan FM SIGNS 3. ILLUMINATION Yu❑ No❑ Type Eleet. Permit No. 4 SET BACK FROM PROPERTY LME N (Spxify which is f ronl ) _ 5 ❑ _ E ❑ _ W ❑ ❑ Zono_ ApprovW,2one lnspoofor Disapprwed ~ 1. TYPE Solido More Than 80% Open g Lest Thon 80% Open MATERIAL HeiQM FENCES 3. SET BACK FROM PROPERTY I.INE N (Specify which ie }ront) _ 5 ❑ _ E ❑ _ W ❑ ❑ ions_ Approwd,2one Inspotfa pisopproved ~ 1. _gn(1aLlj O/l tQ OF buid lN!q ~ 2. inFLhtqhlt a~~L`I~ ~U n4Ct7 'Lti o.^ OTHER 3. ~ DRAW SKETCH OR SHOW BEIOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVINu D1STANCES FROM PROPERTV LINES. (SETBACN$ OR PROJECTqNS INClUDEO) REAR PROPERTY LINE t-I 38+~ Rv c w G z J S H K ~ `0 3 ~ona~o W N FRONT PRpPERTY LINE STREET N4ME W6)SA i J Y 2 ~W O fN SPECIFY NORTH SNOW DISTANCES FROM THE MAIN BUILDIN6 TQADJOINING HOUSES, STREETS,AND PROPERTV LINESiON IRREGULAR LATS, SHOW 1 FeeT DISTANCE TO PROPERTV LINES, NOT MAXIMUM OR pVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPIICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT SiATE LICENSE N0. MECHANICAL PERMIT ALUMINUTA WIRE UNDER SI2E B ILLEGAL FLOOR BSM IST 2N0 3RD 4TH N0. FUELCirclsOrr Ga{ql EleeSdor N0. WATER CLASET FORCED AIR BTU TEMPORARY METER WASH BOWL F10T WATER - BTU NEW ^sERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-8TU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIFCUITS WATER HEATER Rafri eront Gap UTILITY(RANGE,DISPOSER,ETC.) AUTO.WASHER poundf CMr e FIXTURES DISH WASHER AUTOMATIL SPRINKLER SYSTEM WIRING MOTORS 9 CONTROLS FLDOR DRAIN EIEVATOR SIGNS URINAL TRANSFORMERS 9 REC7FIER5 SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES I MreCy acknowledpe tnot tnie opvlica- PERMIT FEE fion it correcf and undeistand ihof I USE TAX pli- rt thi rojbcf until thie a t f p a s p canno s cotion is opproved. I sholl comply wifn TOTAL FEE nd 1 St 1 f C l d h ora o a 0 o e o o the laws of t e iM Zoninp Fequlotions and Buddinq APpR EI Code offhe City of Wneai Ridpe. Any violation ol ihe obove ferma will couee CHIEF BUI D immediate revocation ot tnls Dermit INSPECTOR,City of Wheat Ridpe ~ Aovlicani. siaftalU,. Date Issued . NOT VALID UNLESS RECEIPTI CALL 2345933 24 HOURS IN ADVANCE FOR INSPECTIONS ~ L ~ ~ 7500 WEST291h AVENUE 234-5933 P.O. BOX 638 r..m ecourt vni Ift (1NIY WNEN JOB ADDRESS CONTFACTOR CITY _ PHONE I I. TYPE 6roun0 2. MATERIAL_ elc DEPAR BUE DING N~ PECTION D VISIONPMENT CITY OF WHEAT RIDGE, COLO. 4A IEF BUILDING INSPECTOR AND RECEIPTED BELOW. C TION FOR MISCELLANEOUS PE IT ' OWNER ~ O ADDRESS ~ PHONE ZIPCODE LICENSE NO. ~ z o ss wan❑ INSPECTION TICKET PERMIT N0. MP94#3594 $ DATE ZIP CODE ProitctinQ❑ Othar 5 a D FacO J E__ ❑ FE JOB E ' ADDRESS a C q ~ ~ 4 M l 3 -OCq- 07 T f BLDG. PER DATE: !vi Pvv Sq Y PERMITM UCTURE,i s BLDG. CONTR. TV LiNE SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. i~l1 INSPECTION REMARKS INSPECTION TICKET 1~ JOB ADDRESS DATE: `c1 BLDG. PERMITN 3 Syy P/E~RMITM BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. 5 u iYPE OF 11 INSPECTIO REMARKS TY LINE , $TREET W'R'FORM 619 j 5~ > W.R. FORM 619 TANL'E. - ECTR - \TEDWG.... F ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. PLUMBING PERMIT MECHANICAL PERMIT ELECTRICAL PERMIT STATE LICENSE NO. SiATE LICENSE NO ql_ n ci f.rLQr Got~dl~RoporM~G ER fEMPOR WASH BOWL NEW SEAMPS BATH TU8 :HANGE E-AMPS SHOWER _ _IGHTIN SINK GARBAGE Di HEATIN WATER HEA' PpWER CUIT UTILITYSDI, POSER,ETC) AUTO.WASh ft DISH WASHE FI%TUR WIRING Bi CONTROLS FIDOR DRAI URINl+L SIGNS TRANS9 RECTFIERS SEWERS ADDITIOD WORK OTHER MOTORI MP TAL FIXI I__. d I I Mreby acknowledpe thot this oDO~~co" tion u corrocl and understand thot I connot start fhif praject until this oppli- ootion is aPDroved. I shall comply with fAs lowf oi the S1ate o} Colorodo ond to fha ZoninQ Re9ulntions ond Buildinp Code of tne City of Wheat Ridpe. Any violotion of tne above terme will couse immediale rovotaiion ol ihis Oermit PERMIT FEE USE TAX TOTAL FEE GHIEF BUILDING FORCED PIR - HOT WATER 1 S~~) NOT VALID UNL[73 MK-r ~,2-/7-4Y ~ EC ~7~, / d n 1L ~ S~z h" 3 ,City af Wheot Ridge n~ .~0 l~rP4ewl 2-r~-~2~ Date Issued ylieanb slo^ fur CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTION$ 7500 W EST 29th AVENUE 234-5933 P.O. BOX 838 VALID ONIY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDWG INSPECTION DIVISION PERMIT N0. ME94#5669 CITY OF WHEAT RIDGE, C0L0. SIGNED BY TFE CHVEF INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS 3VD CONTRACTOR'7Wc E1ECTL'.~C ADDRESS 12-225-7 1'IWX.~2 ELL_?l"-i CITY L IT-T L~~&~t~ ZIPCODE '12'15:' 12- 7 PHONE (.97'6(oZ I LICENSE NO. 3296 OWNER °V` ADDRESS~?`jv ~%~03v:io~Tr4_ - - PHONE 4 2 1 ' 2'3 3~ ZIPCODE ~ CONTRACT PRICE $ DATE 1. TYPE Ground❑ Wall❑ Proie7 MATFRIAI 5 _ E__ INSPECTION 71CKET ~ 0 JOB I ADDRESS I ❑ Lti1 ~~Y DATE: BLDG. PERMIT# _ PERMIT# ptMr 5 a D Foee b INSPECTION TICKET JOB Cv , 1 ADDRESS DATE: I~ ~ BLDG. ERM TM 69 PERMIT# TRUCTURE BLDG. CONTR. BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. INSPECTION REMARKS W.R. FORM &19 fR7YLME SUBCONTRACTOR ERTY LINi =S,STREE DISTANCI ~ DATE INSP. REQ. ~ - I -1 '9 14 TYPE OF INSP. S~ . Pk ~ INSPECTION MA E l~- REMARKS W.R.FORM &19 - =LECT1 )ICATEDWORKONLVUPONVALIUAIIUIVtlv 111C6UILUIIVUIIYJrCb,Wnvivmivrv. ~veioc mn nvvS cROM THF OATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. r~~...,~.,,.....' MECHANICAL PERMIT ELECTRICAL PERMIT PI.U MBING PER MIT STATE UCENSE NO 3 2 9E~ STATE LICENS E N0. . Sd EN ' M I5T 2ND 3R0 4TH N0. or e rJeOm Cwf dl FUEUC AIUM INUM WIRE UNDER SIZE B ILIEGAL F1.00R BS BTU WATER CIASET FORCED AIR = Y METER 0RARY TEMP1 WASH BOWL HOT WATER BTU STEAM BTU CE ° AMPS BATH TUB AIR CONDITIONING-BN RVICE-AMPS SHOWER OTMER E SINK REFRIGERATION SYSTEM , GARBAGE DISP Rtri eront froup B-CIFCUITS WATER HEf+TER Ch0f 0 NGE,DISPOSER,ETC.) AUTO. WASHER ASHER AUTOMATIC SVRINKIER SYSTEM DISH W ELEVATOR WIRING MOTORS 6 CONTROLS FLOOR DRAIN SIGNS URINAL TRANSFORMERS d RECTFIERS SEWERS ADDITION TO OLD WORK OTHER RES XT MOTORS OVER I HP TOTAL FI U REMARKS~'~CGCATE. J`O R ecAT_ PE ELECT, 1 ~r r~w ' - - - PERMIT FEE S ~ I hsreby acknowledpe that thie apDlico- I tion u correct and anderstand tnot USE TAX - connot sfart Ihie Drojxcf until thie aDDli- $ L~ cation is oOCroved. I snall tomply with TOTAL FEE . tha lawa oi Ihe S1ate of Colorado ond to ine Zoninp Repulafiom ond euddinq APPROVED Code of the City of Wheot Ridpe. Any e ll CHIEF BUILDIN NSPECTOR,City of Wheat Ridge cous violation ot the above rorme wi immediate revocation oi tnls oermit Date Issued alQ `71 ~pvlicant~ SiOnabn r NOT VA ID UNLE55 REWN7 -f* G O } 6 L. - i" CALL 2345933 24 HOURS IN ADVANCE FOR INSPECTIONS a ~ srs b ~ o ~ ' ~ M c « = ^s-U P] U N 0 C H v n~ H r' ~ m c'o o m F~i I U .m. a rem U ~ F ~ o9m o a z E rn ~ m ~ M lTd ~ a oam 3 r-~ °bv ~ 00 V m-°c mm ¢ ~ " o ~ ~ j o Q ~ O Q o a p 9 T 9~ C FX4 o Q m0-° d m ~o C) =SC~ o - W 3 3 P O = 9~ W N O ¢ A U O > a y F S E C a~o H Q~ ( ~ r U 3 D a = ~ ~ - N . x~ + O 'H , a F H O 4+ W t aN U + 0 Nm9 p 41 V b ~ C4 p g(J B O ~ 3 yi ~ m ~ mmCm = O N O N p W taE Q q rn M 6 mmm4 ~ v a U 9 v ~PO - .r ~ N Z Z ~ a y ~ ri 0 [q ~ ¢ O E O V fAr« ° ° O O Q < U o C otc ~ n3 3 ~ ~ ~ yyj p LL 3 2 ~ ~ W ~ S $ = Z O O ~ W 9 U a J LL m ` ~ c m m `o c O a n c~ 3m O O Q n' t n3 ~ 0 o~ omi U m ~ « c o m v E `a ~ n ~ W L ~ O o .m- 4a c U :E O p Z U 9 E T m o m m c ~ c U N LL ~ LL d ; 04i6L#b6FI eaawnNLrmaa TH!" 24 ~~......S i lr.~~W. `-i ~ ,S r jN 'o',dUILDING 'wiTE NOTICE REQUIRED FOR INSPECTIONS ~ "T RIDGE, COLORADO 7500" F 6- CT I O N R E C O R D(303) 239-2555i , i1J JOBADDRESS 3790 Wadsworth Blvd. SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST West BUILDING PFRMIT N0. M94#19140 DATE ISSUED 2494q4 7vPE oCCUanNCY CONTRACTOR S M Constructors, Inc., 2445 So. Lansing Way, Aurora, CO 80014 INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB I NSPECTION DATE I NSPECTOR Foundations Footin s Caissons Reinforcin or Monolithic Weather roofin POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED rf~ ) 1. Concrete Slab Floor: Electrical Ground Work Plumbin Ground Work Heatin Ground Work DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rou h Electrical Rou h Plumbin L ~ AirTestGasPi in Rou h Heatin & Ventilation (aDOVe must De siUned Orior to /ramina insnection) ~ ~ Framin Insulation D wall nailin Roofin Refri eration Electrical under round Final Electrical Fixtures Plumbin Fixtures ° Heatin & Ventllation Landsca e & Parkin R.O.W. & Draina e i Fire De artment Job Com leted OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATWER DEPARTMENT OF GOMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUfLDING INSPECTION DIVISION PERMIT N0. M94#19140 234-5933 P.O. eoXSSa CITY OF WHEAT RIDGE, COLO. TMIS PERMIT VALID ONI.Y WHEN SiGNED BV THE CHiEF BUILDING INSPECTOR ANC RECEIPTEDBELOW. APPLIPATIp{y FQR MISCELLANEOUS P RM17 ~ ~ 1'J0.c~l^ -f / 1 , G' JOBADDRESS , 5 C!~ OWNEF ,i'C t / CONTRACTOR C~CIP)~V " ' L. qDDRESS - 19 ~~C SG J,- ~ ADDRESS PHONE CITY PHONE ZIP CODE LICENSE NO v ' L . CONTRACT PRICE/g DA7E 2,~/ ` / ZIP CODE ~ I bf~ ~11 1. TYPE Ground ❑ Woll❑ ProitclinQ❑ Othilr S a D Faee 2. MATERIAL Tolal Squen FeN SIGNS 3. ILWMINATION Yes❑ No❑ Typs EIKf. Permif No. 4 SET BACK FROM PROPERTV LINE N (Specify which is fronl ) _ S_ E ❑ ❑ _ W ❑ ❑ Zom _ Apprwed,ZOne Inspector DisapDrovsd 1. TYPE Solido Mora Thon BO% ODenO Less TAOn 80% Open MATERIAL Noi ht FENCES 3. SET BACK FROM PROPERTV LINE N (Spscify whicAietront) _ S_ E Q ❑ _ W ❑ ❑ Q Zone _ ApprwW,Zom IntDetfa piaapprove0 ~ rv.~ xl'nf Of' -j <<~ , ~ a, j i OTHEI7 2 s S` v re i 2 L 3. " DRAW SKETCH OR SHOW BELOW, TNE FENCE, SIGN, OR OTHER STRUCTURE,GIVING DISTANCES FROM PROPERTY LINES. (SETBACNS OR 7ROJECTqNS INCLUDED) o-7y STREET N4ME SNOW DISTANCES FROM THE MAIN BUILDING TQADJOINING HpU5E5, STREETS,AND PROPERTV LINESiON IRREGULAR LATS, SIIOW LceeT DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR pVERAGE DISTANI:E. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORN THE INDICATED WORK ONLV UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAVS FROM THE DATE OF ISSl1ANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ~ SPECIFV NORTH ELECTRICAL PERMIT~ STATE LICENSE N0. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUMWIREUNDERSIZEBILLEGAL FLOOR BSM IST 2ND 3RD 4TH N0. FUEI:CirtlsOnsfw*dlRopwe E Sobr NO. WATER CI.OSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS _ BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GAt7BAGE DISP REFRIGERATION SYSTEM POWER SUB-GRCUITS WATER HEl+TER Refri sroM Group U71U7v(RANGE,DISPO5ER,EtC.) AUTO.WASHER Pounds Clar e FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRIN6 MOTOF2S B CONTROLS FLDOR DRAIN EIEVATOR SIGNS URINAL TRANSFORMERS 8 RECTFIERS SEWERS ADDITION TO OI.D WORK OTHER MOTORS OVER I HP TOTAL FIXTURES 1 Mreby ocknowledqe thot this avvlico- fion ie Correct ond understand tAOt I tonnol ffart this project until this oDPli- Cotion if opproved. I sholl comply witA the lowa of the Slofe of Colorado and to the Zoninp Repulations anC Buildinp Code of the Clty ot Wheat Ridpe. Any viololion of the above terme will couse immediote revocafion ot fhis Dermit - -->T~ ~ PERMIT FEE ~ j C"CJ USE TAX TOTAL FEE APPROVED DISAPPROVED CHIEF BUILDING SPECTOR,City of Wheat Ridqe Date Issued -7 NOT VALID UNLESS RECE ~Pe -Hc~~)r ~ G CALL 234-5933 24 HOURS IN ADVANCE FpR INSPECTIONS BUILDING DEPARTMENT 237•6944 Ext. 255 CITY OF WHEAT RIDGE . . Correction Notice Job Located at I have this day inspected this structure and these premises and have found the following violations of City and/or State laws governing same: You are hereby notified to correct ihe foregoing violations. When corrections have been made, call for inspection. Da te Inspector for Building Dept. FORM WR6-32 DO NOT REMOVE THIS TAG BUILDING DEPARTMENT 237 • 6944 Ext. 255 CITY OF WHEAT RIDGE . . Correction Notice Job Located at I have this day inspected this structure and these premises and have found the following violations of City and/or State laws governing same: You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. D a te Inspector for Building Dept. DO NOT REMOVE THIS TAG FOMM Wn6'23 DEPARTMENT OF GOMMUNITY DEVELOPMENT 7500 wES729thAVENUE BUILDING INSPECTION DIVISION PERMIT N0. 234•5933 P.o.eoXS38 CITY OF WHEAT RIDGE,COLO. M93#19101 THIS PERMIT VALID ONI.Y WHEN SIGNED BY THE CHVEF BWLDING INSPECTOR ANC RECEIPTED BELOW. - JOB ADDRESS E q Q y, CONTFACTOR SHeRW S ADDRESS 1314 WE~BSTEI'Z tl CITY FT CALLI N S , CO ZIP CODE 80SZ Y PHONE `l93 -(0Zyy LICENSE NO. ~74 -7) OWNER bLl M N! L ADDRESS 3790 wftDswt9izrN wµertrltaD rE PHONE _ qY7- IOOO ZIP CODE CONTRACT PRICE $ #'NSO.OO DATE LZ/Z/,93 1. TYPE Grou ❑ Wollo Proittlinp❑ OMV_ ~ 2. MATERIAL ~u Total Squan SIGNS 3. ILWMINA710N YssgI No 7ype F-LL{o RESCE,JT Eleef.PtEMit 4. SET BACK FROM PROPERTY LINE N_ S_ (Speti}y which ia front) ❑ ❑ I. TVPE Solido Mora Than 80% ODan❑ FENCES I 2' MATERIAL 3. SET BACK FROM PROPERTY LINE OTHER IZ whith ie N_ S_ E_ W- ❑ ❑ ❑ ❑ 3. INSPECTION TICKET JOB ADDRESS 1 7 I O DRAW SNETCH OR SHOW BELOW,THE FFNCE,SIGN,OR OTNERSTRUCTURE,GIViN3 DIST c/ (SETBACKS OR PROJECTIONS INCI.UDED) DATE: 7 BLDG. PERMITN ~ ?b t oreo eonocerv nic ~ ~ ~ m ;7_RczT -12.G_P(A TYPE OF INSP. "vl-/ OPERTVLiNE INSPECTION MADE L/`, PERMITB BLDG. CONTR. l74k,"i SUBCONTRACTOR DATE INSP. REQ. q ` / 1 ~ Exr5;rr1J C'r CA g ~ I STREET NAME WA>$yz0 R-T H flEMARKS SHOW 015TANCES FROM THE MAIN BUILDING TOADJOINING HOUSES, STREETS, AND PRq DISTANCE TO PROPERTY LINES, NOT MAxIMUM OR pVERAGE DISTANCE. APPLICATION FOR PLUMBING ELECTRICAL; MI THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UP PERMIT WILL ExPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORh W.R. FOHM 619 ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT ~ S7ATE LICENSE N0. AWMINUM WIRE UNDER SIZE 8 ILLEGAL FLOOR BSM I5T 2ND 3R„ NO. WATEF CIDSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH Tl1B STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONIN6-BTU LIGNTIN6 SINK OTMER HEATING GARBAGE DISP REFRIGERATION SVSTEM POWER SUB-GFCUITS WATER HEATER Ra}ri aronf Grou UTILITY (RANGE, DISPOSER, ETC ) AUTO. WASHER powMs Chor s FIxTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS 9 CONTROLS FLDOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIxTURES REMARKS I hareby acknowledqe thot fhis aDPlica- fion u torrect and understand Ino1 I connor sra.t tnif project until this ovpli- totion is approveC. I sholl comply wlih the lowa of the State of Colorodo and to ihe Zoninp Repulafiona ond Bmldinq Lode offhe Ciry of Wneai Ridpe. Any viololion of the above terme will couse immsdiole revoCcafion of inia permit N~ v SiOWur• E_ ❑ D FeCe Lest Than 80°/p ONn LVN4AD PERMIT FEE ';T-" nOT YAfUD UNLESS fiECtIPT USE TAX ^ q, TOTAL FEE $ ye AP~ C~G✓~` /O / FS DISA CHIEF BUILDI INSPECTOR, City of Wheat Ridqe CALL 234-5933 24 HOURS IN ADVANCE Date Issued ~ 2- 7 FOR INSPECTIONS ~N Esr ELE~~ r o~ 37 90 ~lADs vWOzrN DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0. ME92I15001 237-6944 EXT. 255 P.O. eox sae CiTY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BEl7W. JOB ADDRESS CONTRACTOR ADDRESS ,_-5 1 / tS A DFV 12, '62 ' CITY IA ZIP CODE gOO^'~n f'7G i iron1cc un f9 rt-7 OWNER PHONE (n4q-y/C5 9 ZIPCODERn/i r~ONTRACT PRICE $-F1 ~ ❑ Wall❑ Proitelin0❑ 01hsr SaDFOee 1. TYPE Ground 2. M1ITERIAL ❑ ❑ Tofal SQuera Faat Elwt Psrmit No SIGNS No 3. ILLUMINATION Ysa 4 SET BACK FROM PROPERTY LINE N TYVe _ ❑ 5_ E ❑ _ W ❑ ❑ . Zone_ . ADDrmed. ZC^e Inspeefor prwed Diw (SDmifY which ie froni ) p I, TYPE SolidO More Thon 80% OpanE3 MATERIAL ? Lest Than 80% Open Heipht FENCES . 3 SET BACK FROM PROPER7Y LINE N _ S_ E ❑ _ W ❑ ❑ Zone_ ApprwW,Zons Inspecta roved Diaa (Specity whieh is front) ❑ pp I OTHER SKETCH OR SHOW BELOW, THE FENCE, SIGN, OR OTHER STRUCTURE,GIVIhv UISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) ~ SPECIFV NORTH STREET NAME SHOW DISTANCES FROM THE MAIN BUILDIN6 TQAOJOINING HOUSES, STREETS, AND PROPERTY lINESiON IRREGULAR LATS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. ripPUGATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONIY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. : w,~~ ~ rvoivF Gf1 hGVS FROM DATE OF ISSUANCE !F WORK IS NOT STARTED WITHIN THAT TIME. MECHANICAL PERMIT ELECTRICAL PERMIT PLU MBIN6 PER MIT iqa7 STATE LICENSE N0 STATE LICENS E N0. Sm tai . 4•xv..winEIJNCFRSIZE01LlEGAL FLOOR BSM IST 2N0 3RD 4TH NQ FlJEUGirGeO~eGoFplElaeSdai _ WATER CLASET FORCED AIR ~ BTU NO TEMPORARY METER WASH BOWL HOT WATER - BTU STEAM - BTU NEW SERVICE AMPS BATH TUB AIR CONDITIONING-9TU CHANGE SERVICE - AMPS SHOWER OTHER LIGMTING SINK REFRIGERATION SYSTEM HEATING GARBAGE DISP Refri e~ant Grap PpWER SUB-CIFCUITS WATER HEATER Pounds Lhar s UTILITY(RANGE,DISPOSER,ETC.) AUTO. WASHER AUTOMATIC SPRINKLER SYSTEM FIXTURES DISH WASHER ELEVATOR WIRING MOTOF25 8 CONTROLS FLDOR DRAIN SIGN$ URINAI. TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES ^ I hereby ucknowledqe thot fhis appliCo- tion is correcf and undeniend that I Connof atort fAis Droject until this aDpli- eotion it apOroveA. I sholl comDly with ths lows of the Stote of Colorado ond to }he Zoninq Requlolions and Buildinq Code of the City of Wt+eat Ridqe. Any violafion of the above terma will ause immediote revocati94 oi Snis i t/ PERMIT FEE USE TAX TOTAL FEE CHIEF BUILDIIW INSPECTOR NOT VALID - a- ~ $ f Wheat Ridqe Date Issued ~ ~ ~ 4 CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS spllf8fib 9i0neNr - - - - ~ ~ ~ INSPECTION TICKET JOB ADDRESS 9 V W ~ l$a~ 3 DATE: SO~a ~ BLDG. PERMIT# PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. ~ ~ aS TYPE OF INSP. &Lv'^"" ~ INSPECTION MADE L~ L REMARKS ~ INSPECTION TICKET JOB ~7~. is 5 0 ADDRESS LU G(~ DATE: BLDG. PERMIT# I S233 ~'Yl`l~42 SGOI _ PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE 2 t ~ REMARKS 6(J ~ e ~ ~ W.R. FORM 5-18 / ~ OEPARTMENT OF COMMUNITY DEVELOPMENT 7W0 WES729tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0. M92#18233 [97-6944 EXT. 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SiGNEO BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. APPLI ,~TlON FOR MISCELLANEOUS PERMIT / JOB ADDRESS 2~J2!V ue!~ d~~ OWNER GO /I/O< O ~?~G2q/p0o1 CONTRACTOR `,L~~! , C-~-*-J-S/I~.-C~ ' ADDRESS/ 4/$/u~✓r/, S/•~J/~'~i4///1'~✓/p 4r/t!"w, ~O ADDRES~S,".I~ • PHONE ZIPCODE S CITY~,L `'e~ ZIP CODE 3D 3 CONTRACT PRICE $ TJD PHONE LT'f ~-7I 7 LICENSE NO. 1. TYPE Ground❑ Wcll❑ Proiectinp❑01Mr SaDPots SIGNS 2. MATERIAL Totol Square Feet 3. ILLUMINATION Yes❑ No❑ TyDS Eleel. permit No. 4 SET BACK FROM PROPERTY LINE N_ S_ E_ W Zons_ Apprwad, Zona Incpeota (Spxify whioh is fronl ) ❑ ❑ ❑ ❑ Diwpproved I, TYPE SolidE:l More TMn 80% ODenO Lou Than 80% Opsn 2' MATERIAL Hspht FENCES 3. SET BACK FROM PROPERTY LINE N_ S_ E_ W ione_ Approved,Zom Intpetta (Spsci}y wdiieh ittront) ❑ ❑ ❑ ❑ piaapproved I. OTHER 2 3. ~i DRAW SKETCH OR SHOW BELOW, THE FENCE, SIGN, OR OTHER STRUCTURE,GIV (SETBACKS OR PROJECTIONS INCLUDED) INSPECTION tICKET JOB ADDRESS c' DATE: "i BLDG. PERMITk gl ~ ~3 PERMITM SF10W DISTANCES FROM THE MAIN BUIlDIN6 TQADJOINING HOUSES,STREETS, AIN DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAI THIS APPLICATION WILL BECOME A VERMIT TO PERFORM THE INDICATED WORK PERMIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE !F Wi BLDG. CONTR. v SUBCONTRACTOR DATE INSP. REQ. ( `-~1 Qf TYPE OF INSP.-~y- ~ INSPECTION MADE ELECTRIC,AL PERMIT STATE LICENSE N0. PLUMBING PERM REMARKS _ STATE LICENSE N0. ~y~ ALUMINUM WIRE UNDER SIZE 8 IIIEGAL FLOOR BSM I5T 2-~ r . N0. WATER CLASET TEMPORARY METER WASH BOWL NEW SERVICE AMPS BATH TUB W~R~ FOPna 679 CHANGE SERVICE-AMPS SHOWER LIGHTING SINK HEATING GARBAGE DISF POWER SUB-CVFCUITS WATER HEATER UTILITY(RANGE,DISPOSER,ETC) AUTO.WASHER Chw" FI%TURES DISH WASHER AUTOMATIC SPRMIKLER SYSTEM WIRING MOTORS d CONTROLS FLOOR DRAIN EIEVATOR SIGNS URINAI. TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAI fIxTURES I hsreby acknowladqe ihat thia applico- tion it torrect and understand thaf I cannof ftort fAie project until ihia appli- eation ie opDroveA. I ahall comply wiM fhe lows of the Stote of Colorodo and to fhe Zoninq Requlofiona and Buildinq Code ofthe City of Wheat Ridpe. Any vioiofion of ihe abava terma will couse immediofe revocaJ ion ot fhis Dermil. / ) '4 ♦ ma.re sionaw'. PERMIT FEE ~ Q'~ , CCG- NOT VAUD UNI.ESS RELEIPTED ~ a a~( USE TAX ~~{0; U d TOTAL FEE $ X 3 AP PR E~~ ~ (_z j3 ~ CL BI3AP d CHIEF BUILDI INSPECTOR,Cityof Wheat Ridge CAL1237-8944 EXT.255 24 HOURS IN ADVANCE Date ISSUPd C l~3 FOR INSPECTIONS STREET NAME !e J w ~ N ~ ~ a N n a r m m ~ ~ I a m y m C 2 Gf a m 0 < m s 2 D ~ m 9 N O ~ N ~ aM o~ E .4 o o a ~ • 0 N r 3P -e pm yr .1 ICE CREAM a N Z s n 0 v ao ZD "a t y A ~ \ \ O Z O rIv ~I a o o • 0 N ir a" FAST FOOp O N V r s K a A wg ~x om a wN~ m O~n SO LW m ~ ~ 2 a Z v tA w 2 ~ r D ~ O C ~ ( b DESK -n ~ ~ ~ c ~ a V1 O N y O p y Q m m m 1 m m m m m °s > y p m 9 M A ~ ~ ~ f> ~ . m N '?X N OPS'O x ' r;,K o S LVIN m Z y N W ~ ~ N ¢ a ~G OW LLF1L d ,C m ►-~~wd 0 ~ G Y. QHZnq C zmWV~ a N ►~-~c f. s W W y o p dLL z 0 O tl)~ J T W2I ~ ~ QT N + 0 3?W F w15 ~C7 om m W W m W W z C ~ z~ y N ~ ~ aY ~ ~w IL c N~ W a~ X~ J D N¢02 W N in2 y U a ~M t W F ~ yF~ ~ - U ~x p ~ z Q a ~ ~ q 3 ~ 3 m O ~ MAY 10 'a'c 11:01 FROM COfJOCO RETAIL MKTG TO ^o-a5640^c0 d ~1- Q J a 0 0 LL N a U. 0 = Ucc .d W 3: (7 uj eQ Q W M x O s ~ 0 d p, ~NG ¢ WW N O 6 +~J Y Z~~ N ~ ' ~ m ~C. m l ~N N C - ~~4c WW a ~ Q U. a . W r Um S ~ ~ U ~ N . +?U _ V N T 1= Y F- fJ NQ ~ C 6 N~a a a " AGNVD v oWz ~Z W O ¢ ¢ L6 sILtfw y~~►w-a axF~ Luma.,°~s ~o¢u.~ prdLL= ~NC7 O W m W W G Z ~ZUO= =y~j6 Q~C m .E j QSYCZJ xtao~c'cz a z0 ~O~~d Q wO W y w 7 F. N q C ~ W W 3 J ~o 2 y z a Wyx i F z 4 ~e 0 b UQ v! O Whx } x~ sa2 ~ D OZW 4 V W J D ~ ~0 Z Z uf V Z = ~ (7 p ~ Ct V 2 0 W iu ~ H 7 N H O G~C ~ y~.' ~e 3c Ii! a }j N N U 0 H Z ti x a V ~ N N ~ N FAGE.00c H a a. a~ m` DEPARTMENT OF COMMUNITY DEVELAPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT NO. M92#17875 237-6944 Ex7. 255 P.O. BoX 838 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BEIOW. nooi irnnnki cno uiern i nKicniic DCDIAIT JOB ADDRESS CONTRACTOR GA R~N C- 2 l(vA.J.S, ~-ADDRESS 147 1r7 G601-tV+46f 2D CITY DLIJVfa- 4101t? ZIPCODE PHONE 2'12 . -20 ZZ' LICENSE NO. 12'~'C" OWNER l?~'NoGV . iaJC. ADORESS PHONE ZIPCODE CONTRACT PRICE $ 1. TVPE GroundID Woll(E Proieetinp❑ O1Mr SaD Feee S'j" n 2.MATERIALLEXHN -{3GUM+ni~nq-5'rtcL TotalSpuanFNt SIGNS 3. ILLUMINATION Yeso No ❑ Typa Eieet Permif No . 4 SET BACK FROM PROPERTY LINE N°' ~ S E0d,' W'`9 Zone L~ A rw one Inspeeta (Specify which is tront ) Q ❑ ❑ ❑ DiwDDraed Z' 1. TVPE Solid[:] More TMn BO% OpanO Lest Thon BO% Open FENCES MATERIAL HdpM 3. SET BACK FROM PROPER7Y LINE N= _ iom_ Apprwed,Zone Inspecfw (Spscify whieh is tront) ❑ ❑ ❑ ❑ DisapDrovsd I . Z OTHER 3. DRAW SKETCH OR SHOW BELOW,THE FENCE, SIGN, OR OTHER STRUCTURE,GIVih'u DISTANCES FROM PROPERTV LINES. (SETBACKS OR PROJECTIONS INCLUDED) 5e~ PERMIT FEE STREET NAME ~ SPECIFV NORTH SHOW DISTANCES FROM THE MAIN BUIIDiNG TQADJOINING Fi0USE5, STREETS, AND PROPERTY LINES;ON IHREGULAR LATS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILI OECOME A PERMIT TO PERFORM THE INDICATED WORN ONIY UPON VALIDATION BV THE BUILDING INSPECTION DIVISION. PERMIT WILI EXPIRE 60 DAYS FROM DATE OF ISSUANCE !F WORK IS NOT STARTED WITMlN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. AWMINUAIWIREUNDERSIZE8ILLEGAI PLUMBING PERMIT STATE UCENSE N0. F1.00R BSM IST 2ND 3RD 4TH MECHANICAL PERMIT N0. FUE4ChcIaQ»Goi011PropaneCOOIEIxSolm Np, WATER CLASET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CANDITIONING -8TU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS UTILITY(RANGE,DISPOSER,ETC.) FIXTURES WATER HEATER AUTO. WASHER DISH WASHER Refri eranf Group Pounds CAar s AUTOMATIL SPRINKLER SYSTEM WIRING MOTORS 8 CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAI TRANSFORMERS 8 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER 1 HP TOTAL FIXTURES 'l Z 1 hsreby acknowledqe ihat this opplico- tion u eorrect ond understond thot I connof start fhis projett until ihis appli- cotion ia opDroved. I shall comply with tAS lawf of the Stote ol Colorado and to the Zonina ReQulalions ond Buildinq Code offhe City of Wheat RidQe. Any violotion of fhe above terme will couee immediafe revocation of ihis permit i'~.GG.e-~''1i Gfi; l2, USE TAX J > ~ ~ ~ ef I TOTAL FEE I$ Y S. D-,-; I CHIEF BUILDING INSPECTOR,City of Wheat Ridge Dote Issued Z NOT VALID UNLESS RECEIPTED 1P Et Q66ad CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS OOHCanb SiOWNn StGNs ~ e OE c a 7•1 , ' (conoco N C8.1 AREA = 17.0 SQ. FT. s•-r ANCXOR eOLiS 1/! DIA. A-307 (i) TYP. 2) P(ACES 50" STRAWM W HOS. O TOP k BOTTOY. SOIDIER COURSE L7. NHAKI BRICK ROBINSON WPERLLL 30 GRAIN OR ApIE BLEND 160 IARS O 1K BOTH WAYS fACES - ELECT CONWIT 2- #s BARS 16 ° O.C. CONT. , 4'S MONUMENT SIGN DETAtL N0T TO SCALE- BASE k VCNEER BY G.C. FOUNDATION NOTES CONCRETE SHALL BE REGULAR IGHT. 3000 P.S.I. COMPRESSIVE :ENGTH AT 28 DAYS. IFORCING STEEL SHALL BE .T.M. A-615 GRADE 60. NOT PAINT STRUCTURAL STEEL :ASED IN CONCRETE. CONCRETE SHALL BE VIBRATED RODDEO TO ENSURE COMpLETE ISOLIDATION. JDATION DEPTH SHALL COMPLY WITH AL CODES, FOOTING REQUIREMEN7S ER THAN THOSE SHOWN SHALL 8E MITTED FOR APPROVAL. JN CONDITIONS; )W. SOIL BEARING PRESSURE=2000 P.S.F. A-4 MONUMENT SIGN AREA =36.72 SQ. FT. ELECTRICAL REQUIREMENTS: 3.75 AMPS 120V t Q , ~ ~ Y U . . . N. G 3 'a4 r/ ,~g!~ •m o _ ~ d ~ Z . _ . . . . . . . . . . _ V . , . ~ ~ J. . . . . . _ _ - s~ o ~ ~ I . _ . . ` . . . ~ ~ Y _ . . . . _ . . . . . _1;, h m _ X ~ f~ . . . . . _I i . . . . . . , . ,a . . r ._x . . , ...,n, . [ . ~15EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 6345 ` BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 12/9/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80275 Property Owner. Property Address Contractor License No. Company 3790 WADSWORTH BLVD 18647 Cariton Electric, Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that arM do not violate e proposed by Nis pertnk I ubs or regulahona of the eord: Nat all measureme (OWNER)(CONTRACTORj 30.SNED"/- i Cif)u VP~,-~i~.~ ~`t Description: RELCNCA,TEEL'E:'C1R.C:: Phone : 6494159 Phone : 722 5472 Construction Value : $5,000.00 Permit Fee : $81.00 Plan Review Fee : $0.00 i1 1UiIfCj ilr..iI11U3GiT0XYC., .$60.00 TotEll: $141.00 SIC: Sq. Ft.: D._!NCi RTH L'iLVD _,riZaffitfi~gi ~•~~e "v., 1 :;47 -~p2ny : Cari[on Electnc, inc. Approval : APPrQKa~~ > i i pe[, t i Occupancj/ : "A ` ,alls ~ .,,{~9~1f ( : r ;Storieg : Resl ; ~ c.. Electrical LicbrisSINO Mechanical License No : Company . ~ SGRMP-At1Y.:'.:-.~--un Expiration Date : txpiration Date : Expiration Date : Approvat _ApPrSVaI 0 (7) This w1sJULstl M acourdance wiM tl+s ProviebASaet kM in yapur appHcatlon antl b sub)eU Oo the lewa ot the SfaOe d Colorado and to the Zaninp R uhUp1 entl 8uNd1rq COda W Wlieat 7 Cobredo or eny dhx appIkebta ordinaneae M8ro City. ~(2) TM ~NfdNMiplre R(A) Yie Work eWRiporizetl is not commencetl wilhln abcly (80) deys 1rom laaue dats or (B) the bWk6rp aWiMzatl b auapended or aDarWOnatl for a perlotl.d 720 days. ;(31 tt ilY pe mtlt mey be uluked tw-0 f9e of one-haM the BmouM noemely mquked,povMed no charp9s hava been or wql be maAa in Me . . Oont end airy bn a abantlonmeirt hee not excee0e0 ans (1) year. A rhenpes are matle a N auepenabn w abantlonmml axcaWSOne~(t~~y fuHfaetehaREepeidnswpenN1. (4) No wakfCf ~~~rxier ehnll Os tlone Mat wIM dien9e i~e naWrallbw W wabr eausing a drainage probbm. (6) Contra¢br sh8tl rotlry 1M BuiWNq InM~eny'four (24)-houn Inatlvance forail inspeclions antl ahaA reteWe wriCenqipoval on InspacUOn caid before W=d of a a catbneliell not be ConshueC to be a pennil far, iqr an ep{iroval ot arry vbla6on M the proviaions m m a sw latloni:. . . , , . . . _ . 'efBuilslinglnspector „ ?~(NJT VALID ONLY W,b~E~l;$~ F -AY~THE CHIEP BUILDING;I~;ISPECTpR AND MAYOR CALL: 234-593 2 4~PRIOR TO INSPECTI(51J + DEPARTMENT OF PLANNING AND DEVELOPMENT Building f BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - Property Owner : Property Address : 3?qp ~~JSw~~7~ j5 (~~(J Contrector License No. : 19~16 5/7 CompanY : 6~~ , 1/' ~ DU, Jo (AS-Q- C~~~ lw`nv~ Phone: Lynl-r~j5~ Phone : '~aa -57v1, OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by ihis pertnit application are accurete, and do not violate applicable ordinances, rules or regulations ot the City of YVheat Ridge or covenants, easements or restrictions o( record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions pnntetl on Ihis application, and that I assume fuli responsibiliry for compliance with the Wheat Ridge Building Code (U.B.CJ and ali other applicable Whe Ridge for.wgrk under this permit. (OWNER)(CONTRACTOR)SIGNED 1 -L;;~DATE4A '~/-Y7 Construction Value : Permit Fee : Plan Review Fee : Use Tax : Total : Description: lZc&e,,~f.c f.,-,~ BUILDING DEPARTMENT USE ONLY Zonm om _ en SIC : Sq. Ft. : Approval : Zoning : auirai g co n e-nts~7 Apprcvai: R_PIE&=M-me-ff _ Approval: I Occupancy : Walls : Roof : Stories : Residential Units : Elecirical Lic2nse No : Plumbing License No : Mechanical License No : Company; Company: Company: Expiration Date ; Expiretion Date : Expiration Date : Approval: Approvai: Approval: n ~Plans R'eUQItQd~ I 102- WER€q[tIf€d~Yl a rsJ1.1W~R ~QUi~fJ~ ' (1) TTis permit was issueC in accordance with Ne provisions set fonh in yopur appliption ana is sub1'ect to Ne laws of Ne SWIe o! CWOratlo anE to Ne Zoning Regulations aM Builtliny Code ot Wheat RiCge, Colo2do ar any oNer appliraDle oMinances ol Ue Ciry. - (2) Thrs permit snall expire R(A) Ne work autnonzed is not commence0 within siaty (60) tlays Irom issue date or (B) Ne Euiking auNOnzed is suspendea or aEanCOneC for a perioC o1120 Lays. (3) II Nis permit e:pires, a new pertnit may be acQUiretl for a fee of one-half Ne amounl normalry required, provideC no changez have been w will be made in the onginal plans anC specifications aM any suspension or aDantlonment has nat eiceeEeC one (t) year. I! chanyes are maEe or if suspensbn or abanEOnment ezcn.ys one (1) year, lull fees shail be paiE for a new pertnil (a) No work ol any manner shall be tlone Nal will change Ne naWral flow of water wusing a Orainage problem. (5) Cont2cior sfull notily Ne Builtling lnspec(or iwenry-four (24) haurs in a0vance lor all inspections and snall receive wnnen approval on inspeclion caW belore proceeCung wlth successive phases of Ne'o6. (6) The issuance of a permit or the approval oltlrawings and speuficaGons shall not De construed to De a permil /or, nor an apProval o( any violation of Ne Orovisions of Ne buil0inq codes or any other ortlinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION pEFARTMENT OF GOMMUNITY DEVELOPMENT 7500 WUI-10" AVENUE BUILDING INSPECTION DIVISION PERMIT N0. /yX5'J 237-6944 ext. 255 P.O. eox 63e CITY OF wHEAT RIDGE, COLO. THIS PERMIT VALID ONIY WHEN SIGNED BY TFiE CHIEF BUILDING INSPECTOR AND RECEIPTED BEl`JW. APPIJCA IION FOR MISCFI i nflrnllS I'fC IOBADDRESS3`790 t0~-6--A?5"rn477/ f~L✓.D _ OWNER Clan~ '~~~Z ~ONTRACTOR ,~T.9/L7JiVED S/~' t/S TN - _ ADDRESS ~..5 S/-105HOA~F' Su?E '~3O E~i ~=+~'-r[!4"-'~ ADDRESS~j PHONE ~r¢~.` $ ZIPCODE 4 ~ CITY CuNTRACT f'f7f! F$ ~00 I,ATF '716 /~9 'H ONE -!VH ~ ' / /.67 1-I~C110C IYV. ~ ~ Wall❑ I - ProisctinQ❑ Oth*i SaUFOte 1. TYPE Ground I 2. MATERIAL ~LUMI.IlU/Jf A" MD LEXRn To1al Squan Ftet N SIGNS 3.ILLUMINATION Yeso No❑ ~Typ/s f v1i11.I E 5 W< /o " O. EIetlPvmil Zonr±!t ADDrmed. Zme Imact" 4 SET BACK FROM PROPERTY LINE N~2 - ~ i M fe-a l hi n i ont) if El ❑ ❑ wpprw D r y w e s (SDk I. TVPE Solid❑ More Thon BO% OpSnO Lets TAan 80% Open MATERIAL ? HoIpht FENCES . 3 SET BACK FROM PROPERTY LINE N_ S_ E _ W Zone_ AVDraed,ZoM InsDeNa ❑ roved Di wnicA is froni) SCif (S ❑ ❑ ❑ aapp y V - ~p / OTHER 2 3. DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE,GIVING AISTANCES FROM PFt( PEfnYLiNts. (SETBACKS OR PROJECTIONS INCIUDEA) REAR PROPERTV LINE W ~ Z J J > Y W y ¢ a w ~ t/f t/N FRONT PROPERTY LINE ~ ~ SPECIFY NORTH STFEETN4ME 14AP54A)o2T/-1 ~ SHOW DISTANCES FROM THE M41N BUILDING TQADJOINING MOUSES, STREETS, AND PROPERTY LINES;ON IRREGULAR LOTS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MA%IMUM OR AVERAGE DISTANCE. /1f'rl H'n llfllI T'(~n 1'1 1 IPlft~t FI GI;Tfil" ~i . rq"~Pllh.11inl fitr!irnll THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. T 'I R[71I .'iil f', yni II", ii,fl ' I'i,i ; .~1 yI.cll ^rf ii I. oiL ~ 1 4I Ili,i iii j Ir_'_ ELECTRICAL PERMIT STATE LICENSE NO. PLUMBING PERMIT STATE LICENSE NO MECHANICAL PERMIT ql!u,v!nra'.htvFllNfYRSiZF.71LI.P.~=M. FLOOR BSM IST 2ND 3RD 4TH N0. FL1EUCirtNOn~CMOII EI~CSda r.~p WATER CIASET FORCED AIR - 8TU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU L16HTING SINK OTHER HEATING GARBAGE DISP REFqIGERATION SYSTEM POWER SUB-CIFCUITS UTILITV (RANGE, DISPOSER, EtC ) fIXTURES WATER HEA7ER AUTO. WASHER DISH WASHER Refri aront Gwp Pounds CMr s AUTOMATIL SPRINKLER SYSTEM WIRING MOTORS 8 CONTROLS FLDOR DRAIN EIEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TG OLD WORK OTHER MOTORS OVER I HP TOTAL FI%TURES I Mreby acknowledQe thol this oppiica• ti0n u COrrect and understond thot I connot stvt tnie project unlil thn opp6- calion is approved. I 0all comDly wlfh 1M Icwf o1 Ihe S1ote of Colorodo and to ths Zoninp Repulafions ond Bwldinp Code ofthe City o heat Ridpe. Any violation ol 1he ve lermf will couee immediate ro co ion of thif permi c~r• . PERMIT FEE -~;j C-, /,s yp 30, p p NOT VAUD UNLESS RECEIPTEf ire~e.yK 3/o7S7 USE TAX /03.68 TOTAL FEE 33. b!' ~ G1 e78 8 9!!~ CHIEF BUILDINrdINSPECTOR,City of Wheot Ridqe I CALL 237-8944 EXT. 255 2 24 HOURS IN ADVANCE Date Issued 8 FOR INSPECTIONS n-s3 .si$ ~F ~ A i Uas~ IL7lvd• 1 0~ ~ PdL---LLf.AlD.SCl3_L_~]L_~7_/1E 1.!'N I%Zni'e;eTt~ r ~ SEE /I~EXT /~f1 C~~E- /-o,e ~CAC~N~G~iVT ~ Jl ~ ~n y ~ A ~ 'I 3 ~ s ~ . c7 0 y: ~ . ~ . - f -1 ; ~ ~ ~ ----<---r ~ ~ ` - ------1 R I--------~ i ~ %I I w I 1 ~ . ~ iml'L~ T m ii: I ~ z ul n^ T.N N r m m -~C-j c 0 "-P tm Ln; ~rro I~- ~ ° n fo V II il ~ p-~N G? j C° m ° L • ~ I ~ ~ ♦ J t ~ ~ ~ r" c ! ~ _ - - ~ _ . - ~ 1 , 9 i~ s ~ o i ~ P, Y ~ ~ ~ II i ~ I 'I . ~ + o ~ T N ~ G 0~ yyEST 38 th AVENUE ~-------1----- l ~ =S _ - Ser~i1,~ - , / YaOK~RO Y~4 ~ . • s 0 I ~ I F I I e6§ r ~ ~ r• ~ r. f A ~ p0 ~ i0 ~ o - p r A ; I _ _ _)3~ • • • ` 6gE° z~/ c ~ I . ' i}3 i~ I o o ❑ ❑ ~ ~ ~ ~ ~~~A • I Oo O ❑ i :O O ZA4 , : . . .o :S I • T■~: . E 7 i~ I M Nji• r ~~I~~ 6 ~s • I 4 I F~ I o° I I ~a I. . . I . . . fi . F i ~ ~ . ~ .o i%4/-, ,6/vd CERTIFICATE OF RESOLUTION Mary Lou Chapla, Secretary to the City of Wheat Ridge Board of Adjustment, do hereby certify that the following Resolution was duly adopted 3n the City of Wheat Ridge, County of Je£ferson, State of Colorado, on the 27th day oE July , 1989. CASE NO: WA-89-21 APPLICANT'S NAME: Gardner Signs for Q-Superette LOCATION: 3790 Wadsworth Boulevard Upon motion by Board Member ROSSILLON , seconded by Board Member NNKER , the following Resolution was stated. WHEREAS, the applicant was denied permission by an Administrative OfEicer; and WHEREAS, Board of Adjustment Application, Case No. WA-89-21 is an appeal to this Board from the decision of an Administrative Off3cer; and WHEREAS; the property has been posted the required 15 days by law and there WERE NO protests registered against it; and WHEREAS; the relief applied for MAY be granted without detriment to the public welfare and without substantially impairing the intent and purpose of the regulations governing the City of Wheat Ridge. NOW, THEREFORE, BE IT RESOLVED that Board of Adjustment Application Case No. WA-89-21 , be and hereby is APPROVED. TYPE OF VARIANCE: Two 4 1/2' variances to the minimum allowed setback in a Commercial-One zone district. PURPOSE: To erect two free-standing signs FOR THE FOLLOWING REASONS: 1. The Board finds that based upon all evidence presented, and based upon the Hoard's conclusions relative to the nine specific questions to justify the var3ance, the evidence and facts in this case DO support the granting of this request. 2. There would be no detriment to the neighborhood i£ the variance is granted. 3. A precedent has already been established. VOTE: YES: Blair, Junker, Reynolds, Rossillon, Shelton, and Watson NO: Abbott DATED this 27th day of July, 1989. `~yJdir-~✓ `-Lc~~~J ~ ~o_ KAREN WATSON, Chairman Mary L u Chapla, Secretary Board of Adjustment Board o Adjustment % Jfwf i~u~..~ c;-J 5-5 ~~8 5-7„ COf1OCO p UA1M SwN r E UMlL1MD ~ P rA~O ~ lVS $UV(R VN D ~ ~ I 9R1[K VEMFFR I I I I I I i I~' I p ' ~ IE /a ai,xs e iC I O.L. BOiH BOiX MCES N I j I I r I I I ' I 3- H5 CONT. ~ s 1 ' ~ ~ I • I • ~ ~ ' 1 1 ~ 1 ~ • _ fRONf MONUMENT SIGN DETAIL NOi TO SC1LE- BASE ! VEHEER 6Y U.C. FOUNDATION NOTES q-2r MONUMENT SIGN 1. ALL CONCRETE SHALL BE REGULAR ONE FACE AREA SQ. FT. W,EIGHT. 3000 P.S.I. COMPRESSIVE y7, 6 •STRENGTH AT 28 DAYS. 2. REINFORCING STEEL SHALL BE A.S.T.M. A-615 GRADE eo. ELECTRICAL REQUIREMENTS: 3. DO NOT PAINT STRUCTURAL STEEL 2,3 AMPS ENCASED IN CONCRETE. 120V 4. ALL CONCRETE SHALL BE VIBRATED OR RODDED TO ENSURE COMPLETE CONSOLIDATION. 5. FOUNDATION DEPTH SHALL COMPLY WITH LOCAL CODES, FOOTING REOUIREMENTS OTHER THAN THOSE SHOWN SHALL BE SUBMITTED FOR APPROVAL. 6. DESIGN CONDITIONS: ALLOW. SOIL BEARING PRESSURE=2000 P.S.F. ALIOW. LATERAL SOIL BEARING PRESSURE=200 P.S.F. ALLOW. STRESS INCREASE FOR WIND=33% WIND PRESSURE=45 P.S.F. SIGN TYPE 'A 3~MONUMENT r ~r r 51W1 -3/1" /.NCNO11 BOtI$ VROJECi . ] ! O 3I~' qA. /.-301 (3) Y C/C TYP. (l) 50" S~RAIGHL W~IXFEAO$ P t BOITOY ' j . O TO R l I SOIDICN COIIRSC f Li. FN/KI BRICK. ~ I POBINSOM IuPERML II JO G1iYH ON ~YE I I Bt£xD 16~ ' I I"i I i _il i I I I II 3/f ElFCI cONWp I I• I ME%NUf W/Ml WASMER ]/l DIA 'I I , ♦ BOTIUN 0( FA. ANCHOR BOLi I I I I• 1- B.1F5 16 O.C. Cpli. SiDE - ~ 500-01 conoco DESIGN STANDARDS MARKETING, N.A. - HOUSTON, TX ~i 71, ,c~51 r conoc ,,~61 I D STORE ~ UNILDED I ' L r I~ I sur[a umc~oco n 6'-0" I lJ L~2 ' FOUNDATION NOTES 1. ALL CONCRETE SHALL BE REGULAR WEIGHT. 3000 P.S.I. COl.fPRESSIVE g-3 PRICE SIGN AREA = 30.6 SQ.FT. STRENGTH AT 28 DAYS. C8 CAPSUIE AREA = 17.0 SQ.FT. 2. REWFORCING STEEL SHALL BE TOTAL = 47.6 SQ.FT. A.S.T.M. A-675 GRADE 60. 3. DO NOT PAINT STRUCTURAL STEEL ENCASED IN CONCRETE. 4. ALL CONCRETE SHALL BE VIBRATED ELECTRICAL REQUIREMENTS: OR RODDED TO ENSURE COMPLETE CONSOLIDATION. 5. FOUNDATION DEPTH SHALL COMPLY WITH 8' CAPSULE 2.0 AMPS, 120V LOCAL CODES, FOOTING REDUIREMENTS B-3 PRICE SIGN 4.10 AMPS, 120V OTHER THAN THOSE SHOWN SHALI BE SUBMITTED FOR APPROVAL. 6. DESIGN CONDITIONS: ALLOW. SOIL BEARING PRESSURE=2000 P.S.F. ALLOW. LATERAL SOIL BEARING PRESSURE=200 P.S.F. ALLOW. STRESS INCREASE FOR WIND=337 WIND PRESSURE=45 P.S.F. SIGN TYPE B-3 4-PANEL WRAPAROUND .4•.. I'~~ ~ •LJ- POLE SIGN FOUNDATION 509-01 DESIGN STANDARDS COllOCO MARKETING, N.A. - HOUSTON, TX II r i ~ W w ~ Q ~ U) N ¢ a a ~ W M w I Q ~ N ^ j 7 ~ CV) M LL 0 Z U f ~ i ~ ! m 49 ~ V Z _ O V i 0 V ~ ~ 3 Q A ~ 0 J a 0 ~ v > ' R ° ,A.,. ~ o 8 vi d N , W y ~ 9 - ~ r= j ao S L C O ~ a Y 0` V • tm do 3 „ a ~ ~ cc cn c ~ _ 0w = ~o 0 0.) w ~w od > y C ~ t,1 9 0 •'n 0 9 ~ \r ~ ~f = O ; O ao ~r Q Z G r c , ~ e ~ ~ . ~ . Cc m ' . . W p c Y ~ L i a rd ~ 3 c ° '~^xF`l1Yf~.'~+-rsr9"~el$°wtM±1~W,YY.~Pt~~'Y.r, r.xrcm'.•<n.rc~:p .hduRk9:•r .:n'Sf'1~%7fN~a"F~~artY,.m1:84kr0..AY"?~iu~'S~lavv. •xk.P; % ~T.~~ . . k DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 6424 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address : 3790 Wadsworth Phone : Contractor License No. : 18998 Company : Aspen Sign Co. Phone : 391 1924 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ConsWction Value : $1,100.00 I hereby certiry Met the aetback distences proposed by this permit epplicetion aie eccurate, Pgrmft F88 : $38.50 and do not vblate applicable oMinences, rubs or regulations of the CRy of Wheat Ridge or covanants, easemants or resMdions of rccord; that all measurements shown, and allegations Use TaX : $13.20 made are accurate; that I haveread and agroe to abide by all condfions printed on this application, and tAat I assume full responsWtlity for compliance wkh the Wheat Ridge BuiWing . Code (U.B.CJand all other appliceble Wh at RMge ordmances, kr work under this pertnit. TOtal : $51.70 (OWNER)(CONTRACTOR) SIGyI DATE,~G~ C( z Description`. Taki g down existin 9' individ letters. Install 18' cabinet gn in same location. BUILDING DEPARTMENT USE ONLY Approval : MR 12-24-97 Zoning : c-7 Approval : Approval: OK SIC Sq. Ft. : Occupancy : Walls Sign must be UL listed Roof : Stories Residential tiectncai ucense No Company : riumomg ucense rvo : Company: nnecnamcai ucense rvo : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : aooord (1) R'epula~tlau and~uHusd di NCOde WwWheal RItl,~CObiredo or arony~ ioNerIl~ble ordinsncea oibieclc ry e laws of the State oi Colaado aiM to the Zonirq the (2) e ~ft.~ ~N 13oxroAc authonzed is not wmmenced wdhm sizry (eo) deya from iasue tlale a(B) the buildinp authorizetl is suspentled or ys (3) If this pamdt axpires, a new, pemtlt may be acquired for a fee of onefialf the amount narmaly requlreQ proWtled no chenpea have been or will ba metle in Ne oripinad plans aM speufieafione aM_any ausyensbn a abanaonment has nol exceeded one (1) year. M dianpes are ma0e or if suspension a abantlonment (4) No work of etiy mpnnar aheN ba dofre thet wfll change ihe natural Mow of water ceusing a tlrainage proWem. (5) Con4ecttt ehell notly the 8uliding Inapect~ Nientytour (24) hours in edvance for all inspecdons and shall reteive writlen approval on inspection eard before prp~9tlIIM v+itli Buccessive phases of t~e bb. (8) 7M bauet~e ot e pertnk ar Ne epproval of Ciawings end spetifie9done shall rrot be ConsWetl to bB a p8imit fOr, nor en approval of, any Wdatbn of the proviSions M ihe buildingyotles or eM QMer oMinence, law, ntle w regulatwn. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Oate : 7500 WEST 29TH AVENUE WNEAT RIDGE, CO 80215 • Property Owner: Property Address : 4 S? 90 (JU Phone : CoMrador License No. a Company : Phone : 7// 3 9/-/c!°2 y OWNER/CONTRACTOR SIGNATURE OF UNDERSTANOING AND AGREEMENT Construction Value . 1, /60 1 hercEy ceAify Nat Ne setback dishnces Droposed by this permit applintion aro accunte, and do not violate applicaDb oMinances, ruks or regWatbna ol the Ciry ol Wheal Ridge or wvenanb, easements or rostrictions ol recorE: that all measutements shown, and albgations madf aro aecunte; ihat I have rcad and agrea to abide by all wnditions printed on this application, and Ihat I assume full rcsponsibility for compliana whh tlhe Wheat Ridge Building Code (U.S.CJ and 211 oNer applipbie Wheat Ridge ordinancea, tor rrork under Nis pem+it. (OWNER)(CONTRACTOR) Z87Sii~'~C8fiS1fi6Rl~7 Approval : Zoning : B Gll7IP~~ Approval: P.QtlI vC_ _ - Approval: Occupancy : Walls DEPARTMENT Roof ONLY Stories Permit Fee : Plan Review Fee : Use Tax : Total : SIC : Sq. Ft. : Residentiai Units : Electriral License No : Plumbing License ko : Mechaniwl license No : Company: Company : Company : Expiretion Date ; Expirotion Date : ExpiraUon Date : Approval: Approval: Approvat: m ~r~~mr4a~ r SEMME= 0 923Raamwar (t) 1N, Wrm •na IswW In accordanw wiN M T7•isbne ut IaN in yopv sCDicabo^ wd b w° tlw lawa of Uw Slata of CabnEO aM ta tla Zonvq nwwao~,..~,a e~ua~ ceae a rm.N way.. caor,ao «•m w,~.+owkaw. wan.nas rna: cinW . (2) nu. vem~ wo ~o~a ~ NI n. ~.a+c awwxaea i, noe m„mrnue wm,n +L*n mot ~n nom uwe au «(e) m. eWim~ro ,ue~ac.o u.usv~aw « aeanaonea ior. wdod ol im aya (a) u uMS psm:t axpkm. a n.w vermit m.r w acqubaa ror a aa a a».n.x m. amamt n«m+W raaLirea. vwWed ro d+.npea na.e xen u v.aI ee nuaa m mw ybMN Wu+a aM apwfiutlons anA a+% awpanabn a OGnEmm*M Ns ml aaMad a+a (1) Veu. H chanpes an maCa ar d unW^sion or aOaiWOnmant uaaas a,. (1) wx. Nll roes.nan a aa ror a n.w vemwL No wrk d amy mamer "l Da Aem eW wL M"e Ma Nwy Ibw Mwater nuwn9 a Aninaqe DioOkm. (5) Canltr:tw Na~ notlN Ne Bu4Elnp InfD~ MM1Y•lour (14) houn in a0vunce Iw al unsY~~+a W atWl roceire written aPO~~ on ~G~^ ~art Oe}ora wvonWihp vriM waesWermi Oti~a d IM p~ e (6) 'fhe hwanu d a palwIM ~Gpwat dNawl^9a a^C sose'Rnh°^s fhalf nol0e aonaW ed W Ea a pertni[ 1or. nor an approral of, airy ridation ol Na provisiens a/1M DutlENC mO" a MY Ww dCinanu. law. nAa a R4uIa0on. Chief Building Inspector For Mayor THIS PERMIT VALID CONLY ALL W 34 59J3 24 HOURS PRIOR TO I~NSPE TION ECTOR AND MAYOR N ~ D m ~ m ~ ' m m-. o_ D ~ O Z ~ u W , q (V~ V ~ ~ C~ ~ w rn I 0 . ~ r 6" 3 _0- N Z ~ m ~ ycn.trstmierrIur rLwnntNC3 ANp DEVELQRMENT Building Permit Number: 7256 BU#tblNG 1NSPEC'f10M DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 6/10/98 7500 MIEST 29TH AVENUf WHEAT RIDGE CO 80295 , Properiy Owner : Property Address : 3790 Wadsworth Blvd Phone : 421-2339 , Conttactor ticense No. : 18647 CAmpany : Cariton Electric, Inc. Phone : 722 5472 O4VNEWCOhiTkAC70R 6iGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $14,350.00 I herebX c9rt7(y thtd yu aetback distanpes prpppsed pp qhie permit appliption aie accurete, and do not vioieteapp~Icpbb ordpiances, rules or regulationa of the Cdy M Wheat Ridge or eoverrerna erserrwMs arssRtamns ot ro~rd m t ed m t Peffillt FC@ : $201.00 , ; a measureme s s ~m, and ellegadons made are eoCumW that I Puve read and agr~ae W abideyy all condiGana rintedon thie apPlicetion, qnd It~ i aeaumt fuM resppnefpll~(y tor comp liar~ce wkh the funeac wdge euiwir Plan Review Fee : $0.00 U T $21 2 Cotle (U.B.C:) and aN otMet appdeatib est Rfdge ordf g ancas, rk u er this permit. . se 5. ax 5 . (ONMER)(CONTRACTOR) SI6NED TP~ TOt21; $416.25 Description t . Remove ~ Approval : Zoning; . APp-oval. Approual . ' Occupancy : Walls ElecVical Licertse No t Company : Expifation Date : Approval : - ` v USe: elecfrical equipment & reinstall after water proofing BUILdING DEPARTMENT USE ONLY SIC : Sq. Ft. : Roof : Stories : Residential Units : Plumbing License No : Company: Expiratlon Date : Approval: Mechanical License No : Company: Expiration Date : Approval : (1) Thk pemYtwss bwe0 in eccatlenCe wiM tMqwbbna aat forN in yopur applicatlon aid b aup~ ro Me laws a( Ihe Shfe ot Cdaado and to 1hs Zonhg ReOWffiiqM endBuYdtW CadO d WMat RWQa, Cdaado w eiry otlrereppFceMe wdmar~cea of the Ciq~. . . (2) 1rii6 pamfllahell a~pNe W 120 R~ tl1sd wak aulhmzed is rrot~cormbncetl withln 8114 (80) tlays from isaue date or (8) the buNtlhq wMiaized is ewpended a. M~Stlut~edMap9t(p9 (3) If MN6 Pamdtef~qe~~ e new may M soqW'ed for s fee Of w~heH Me smounl nortnelly requireC, ProviAed no creM~ heYS Deen or will be nletl6ln the . MgInalWeM+1W ' ~nGerry6udp~~ MaDantlonmmt.hasnotexceetledona(1)1'ear. MdienpstarertiadeorMauapenebnaabantlonmeM etcoeatltartim (t) Ye~~ fi~ fa4'N7p11 W paW (Or a ri0wp~m it (4) No wdk M enY manner aMll be dom Mat vAN charqa the naWro~ flow Mwabr causing e tliainape qobbm. (~ry ~a~trBUOr ~~~Buptl4~p Irtspe6lor Iweny'foUr (24) houB In advance for sil i~apectbne aiM shall recaive wriften epproval oo inspactlo~ prd befine yu~ of gie~p (8) 18auance W a 9MNt or 1ha y'rovale(~rewinpe anC sPeclAcetions ahaM rrot be connWed to be a pemdt tor. nw an apprtrval of, any violaUon o(iM provWons. . of IAe OuA~np wAas a a~ry dMr adironce. lawrWe a repWgtlon. Chief Buiiding trtspector THIS RERMIT VAlID ONLY YVHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TOiN3PECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 • 4>4 rj ~s Building Permit Number : Date : Property Owner : (,p.:n oG d Property Address : 3 ;1 qo w-d5 wo Contractor license No. Ca by7 Company : cc,,( 6,, qL,I ccJr)c T n c_ Phone: yzf' 2 337 Phone : , 2- 5 7 y3 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : 1-"/ 3 So , QO I hereby certify that the setback distances proposed by ihis pertnit applicatian are accurate, and do not violate applicable ordinances, rules or regulations ot the Ciry of VJheat Ridge or covenants, easements or restnctions o( record; that all measurements shown, and allegations made are accurate; that 1 have read and ree to abide by all conditions pnnted on this application, and that i assume full respon iliry for compliance with the Wheat Ridge Buiiding Code (U.B.C.) and all other appliwbie at Ridge ortlin#nces, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATEIo_ q-7V Description : Q. c~trcG. D cw~,., a~. i 11 -i i_ Permit Fee : Plan Review Fee : Use Tax : ~ Total: 4,t-v- bX~ ~ L_ 1 i r~.s L. BUILDING DEPARTMENT USE ONLY Zonm.C_3~ts~ SIC : Sq. Ft. : Approval : Zoning : Bffl10ing Co men ~7 Approval : PUtilic o--- •Ks~C"ommefits Approval : Occupancy : Walls : Roof : Stories : Residentiai Units : Electrical Licanse No :I i6 y Y Plumbing License No : Mechanicai License No : Company : 4:, 16 r~ ~ , , Company : Company : Expiration Date : a--'g `l 9 Expiretion Date : Expiration Date : Approval: Approval: Approval: n ~Plan M!DF€dM 11 gla"s,R€~Uiftio a gf~R€dIIid~S (1) This permit was issued in accordance with Ne Drorsions set forih in yoDur applimtion arW is su0jecl lo the laws of the SGte of CdoraEO and to Ne 2oning Regulations antl BuilOing Code ol'Mieat Ridge. Colo~ado or any oNer apPlin0le or4inances of the City. - (2) This Oertnil ahall expire rt(A) the work authonzed is not commenceE wiNin sixry (60) tlays hom issue Eate or (B) the Ouiltling auNorized is suspended or a0andoned for a period of 720 Oays. (3) If tnis pertnit expires, a new pertnit may Oe acpuired for a fce of onehall the amount narmalry required, proviEeO no changes have been or will be rtuCe in the onginal plans and specifiwtions aM any suspension or aDanEOnment has not excee0ed one (1) year. II changes are matle or il suspensron ar aDantlonment ezcecds one (1) year, lull fees shall De paid for a new pertnit. (4) No work af any manner shall be tlone Na1 will change the naturel flow of water `ausing a tlninage problem. (5) Conl2dor shali nodfy the BuilOing Inspector iwenty-four (24) hours in advanCe lor all inspeclions and 5hall receive writlen apProvail on inspeCtion wrE be(ore proceediing with successive phases ot the ob. (6) The issuance a( a permil or the approval of drawings anE spedfications shall not De construed to De a permit lor, nor an approval of, any violation of the provisions o/ the DuilEinq co0es or any other ortlinance, law, rWe or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION