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Home My WebLink About4050 Clear Creek DriveU United Test and Balance T jA\B 10440 Bradford Rd. Unit C Littleton, CO 80127 Certified Testing, Adjusting, and Balancing Report Project Information Proitu t Name: CCC: Building 4 Report Revision Infortraion Addresec 4044Clear, Creek Dr. cmnmunry • planning s arcHnch" V✓hrat Ridge, Co Elevation: 5,459 ft Reviewing Supervisor Signature Certified ReWnt Dare: August 30,2021 M ngUty o��orar,mr+ aaws SDVOSB s. E-R,b @ubNW1omm. Jeremy James Merrill o." u.ubo,b na a oOb W,- ,m Mn TNN Nnd M... Contractor Information Mechanical Contractor: CBA Mechardcal Mechardcal Entineee 528O�Engineering 20-320-7744 ?Blank 528olEngineering 8-31-2021 OUTLOOK CLEARCREEK CROSSING Buildina 4 Approved as SUBMITTED Architece v v - KEPHART cmnmunry • planning s arcHnch" 2555 WAI NOT S RPVT N NVI'. R.0 DRAW 095 ..,.Ao,Nws.[ar, Information Semper )Fidelis Veteran Owned and Operated v v - — SDVOSB ,m TNN Nnd M... ,wbbNd Semper )Fidelis Veteran Owned and Operated U United Test and Balance T jA\B 10440 Bradfool Rd. Unit C Littleton, CO 80127 Information Dear Customer As we try to build our customer base and ensure your complete satisfaction on every project United Test and Balance would like to extend a 180 Day warranty policy for every project The terms of the warranty are listed below: United Test and Balance does hereby warrant the before said completed project for a period of 180 Days from the date of the issued Certified Test and Balance Report. That said work shall remain free from all defects in workmanship and material, and that it shall comply with all the specific requirements of the Specifications and other Contract Documents governing the Testing, Adjusting, and Balancing. It is understood and agreed upon that in the event of defects and the necessary of making repairs, the Owner and/or Contractor will immediately notify United Test and Balance in writing of its conditions and shall give the contractor reasonable time, 30 days, in which to make said repairs. If any person, firm, or corporation other than United Test and Balance has, since the completion of the above work, performed or attempted to perform any repairs to the Mechanical Systems then this warranty will become null and void This warranty does not cover any repairs made by anyone other than United Test and Balance or one of its authorized representatives. Thank you for the opportunity to work with you on this project and we look forward to working with you in the future. Sincerely, ,ire mean// Jeremy Merrill Owner TAB.B. Certified Supervisor Semper Fidelis Veteran Owned and Operated T 1/B United Test and Balance Semper Fidelis Veteran Owned and Operated /A\ 10440 BrRd. Unit C lon, C COW 127 Littleton, Abbreviation Index AC Air Conditioning Unit KW Kilowatt AHU Air Handling Unit IAT Leaving Air Temperature AMPorA Ampere LB Pound APD Air Pressure Drop LWT Leaving Water Temperature ATMOS Amosphere MA Meed An SHE Brake Horsepower MAX Maximum BTU Bdusb Thermal Unit MIN Afinnourn BTUH BTU per Hour MAU Make -Up Air CFM Cubic Feet per Mmute N/A No Access CHW Chilled Water Nom. ECT Nominal Effrdency CHWR Chilled Water Return OSA Outside Air CHWS Chilled Water Supply OD I ID Outside Diameter I Inside Diameter CT Crashing Power P Pump CUE Cabinet Unit Hear PD Pressure Drop CWR Condenser Water Betum PF Power Factor CWS Condenser Water Supply PFPB Parallel Fan Power Box DB Dry Bulb(remperature) PH Phase DEG or Degree PSI Pounds per Square Inch DP or AT Differential Pressure RA Return elu AT Differential Temperature RET Return (E) Existing RG Return Guile EA Exhaust An RH Relative Humidity FAT Entering Air Tempentute RPM Revolutions per Moore EP Exhaust Fan RTU Boor Top Unit ER Exhaust Register SA Supply Alt ERV Energy Recovery Ventilator SD Supply Difficer ESP External Static Pressure SP Static Pressure EWT Entedvg WaterTempemmre SF Service Factor °F Fabreonat SFPB Series Fan Power Box FPB Fan Power Box N. Ct. Square Feet FCU Fur Cod Unit T -IIT -21T-3 'Cumal 11 Tmwal 2 Temtinal3 FLA Poll Load Amps TEMP or ° Temperature FPM Feet per Minute TSP Total Static Pressure FP. Feet T-Stat Thermostat HD. Head V Volts HP Horsepower VAV Variable Air Volume HWR Hot Water Return VFD Variable Frequency Drive HWS Hot Water Supply VP Velocity Pressure HZ Herz Cycles per Second) WE Wet Bulb Temperature IN, Inches W.C. Water Column NET Kitchen Exhaust Fan W.G. Water Gauge Semper Fidelis Veteran Owned and Operated United Test and Balance United Test and Balance T\U, (NI I40 Rradfatri Rd. Unit C XAX Littleton. CO 80127 Table Of Contents PROJECT: "Ir Creek Crossing: Building 4 DAM: ")2021 LOCATION: Whattridge, CO CONTACT: PROJECT#: 21-2717 AUTHOR JeremyMenrill Table Of Contents 1 Fan Coll .................................................................................................................................................................... 1 1.1 FCU-01 ............................................................................................................................................................... 1 1.2 FCU-02 ............................................................................................................................................................... 2 1.3 FCU-03 ............................................................................................................................................................... 3 1.4 FCU-04 ............................................................................................................................................................... 4 2 CCC Building 4 Mechanical Final.pdf ...................................................................................................................... 5 United Test and Balance u TjAX Fan Coil PROJECT: Clear Creek Crossing: Building LOCATION: Whesoodge, CO PROJECT#: 21-2717 SYSTEMAINIT: FCU -01 United Test and Balance IM40 Rrad(md Rd. Unit C Littlausn. CIR 80127 Unll Menuhdurer Filed Cis Unit Model Number 26UC6 Unit seal Number 2101-12312 FCIIl Filter F111er Type Flbeglasa Muir Qty -51 1 Muir 5'¢e-51 18xl8x1 Design ESP Cocking SP Out G 12in, we Oullel-06 6D Design Alrlbw 650 CFM Actual ARM 775 CFM Design Ou6Ne Air 113 CFM Actual Ouseddi Air 121 CFM Malar Vo16 T1-T2 210 Voft Malar Armal T1 1.3 Amps DATE: 13180/2021 CONTACT: AUTHOR: Jeremy Merrill Tested By: Brock Anderson Date: &a0/2021 Malar ManuMCWrer Motor HP Motor Rated Von Motor Phase Motor FL Amps Motor Ser o.Fat Genteq 116 HP 206 Volts 1 17Amps 100 Carl i 200 1m Airflow 23S %rr im O'. 116 Sheave Dens Moloy Shavc MFG UIIFgUrve 6D 200 169 Teat P es ev,r,wc Design ESP Cocking SP Out G 12in, we LOQ[ FLU0l 81302021 Brock Mtlerson unit left Wred W high speed, low imsid was at 6l% dreams. n Oull2 W11et Type 6D Carl i 200 1m Airflow 23S %rr im O'. 116 1n 23/ ew 119 Oulleb2 6D 200 169 92 231 116 Oullel-06 6D 1S0 230 163 166 120 Outlet -04 Su 100 ltg V9 122 122 Totes: I650 82) 12) 776 Its N United Test and Balance Page 1 of 7 u TjAX Fan Coil PROJECT: Clear Creek Crossing: Building LOCATION: Wheatddge, CO PROJECT#: 21-2717 SYSTEMAINIT: FCU -02 United Test and Balance IM40 FreA(md Rd. Unit C Littlausn. CO 80129 Unll Menuhdurer Filed Co Unit Model Number mum Unit seal Number 210112306 FCIIAMAL Filter F111er Type Flbegiase Muir Qty -51 1 Muir Sue -51 18xl8x1 Design ESP Cocking SP Out G 10in, we uulew5 sD Design Artkw 650 CFM Actual Anil 789 CFM real Ou6Ne Air 113 CFM Actual ONsitle Air 109 CFM Malar Vo16 T1-T2 209 Volts Motor Amps T1 1.22 Amps DATE: 6130/2021 CONTACT: AUTHOR: Jeremy Merrill Tested By: Brack Anderson Date: &a0/2021 Malar Manusladi Motor He Motor Rated Von Motor Phase Motor FL Amps Motor Ser o.Fat Genteq 116 HP 206 Volts 1 17Amps 100 Design Aidbw 200 P 1m Ai dbw '41 %PMim O'. 111 Sheave Dens Moloy shave MFG UIIFgOrve sD z00 Lib Teat P es ev,r,wc Design ESP Cocking SP Out G 10in, we LOQ[ FLU -32 811302021 Brock Antlerson unit left Wred W high speed, low spead was x165% dreams. n oauewi mum Type sD Design Aidbw 200 P 1m Ai dbw '41 %PMim O'. 111 1n u6 ew 125 Gauew2 sD z00 Lib 116 246 1z6 uulew5 sD 166 zo2 202 115 115 ouuew4 sD 150 146 99 134 123 Totes: I650 808 121 769 Ise United Test and Balance Page 2 of 7 u TjAX Fan Coil PROJECT: Clear Creek Crossing: Building LOCATION: Wheatddge, CO PROJECT#: 21-2717 SYSTEMAINIT: FCU -03 United Test and Balance IM40 Rrad(m0 Rd. Unit C Littleton. CO 80129 Unll Manufacturer Filed Co Un11 Model Number 26UC6 Unit seal Number 2101-12313 FClUl Filter F111er Type Fiberglass Muir Qty -51 1 Muir 5'¢e-51 18xl8x1 Design ESP Cooling SP Out 041n.wc me 10,n wC Ou11e1-03 30 Design AlMaw 650 CFM amoral ARM 546 CFM Design Ou6Ne Air 113 CFM Actual ONsitle Air 103 CFM Mail Vo16 T1-T2 205 Vo16 Mail Armed T1 1.03 Amps DATE: NI30=21 CONTACT: AUTHOR: Jeremy Merrill Tested By: Brock Anderson Date: &30/2021 Motor Manufacturer Motor He Motor Rated Von Motor Phase Motor FL Amps Motor SA.1111n Fct,,r Genleq 116 HP 206 Volts 1 17Amps 1 00 200 131 6 Sheave One Mo10r Shavc MFG UIIFgOrve 30 200 UP Teat Press Design ESP Cooling SP Out 041n.wc me 10,n wC Systematist Ou11e1-01 ounce ryw 20 200 131 6 198 56 Final Dun. 99 Outlet -02 30 200 UP 87 200 1-0 Ou11e1-03 30 75 143 191 72 96 Outlet -04 30 /0 126 158 ]8 101 Tee18: 550 574 104 548 99 N United Test and Balance Page 3 of 7 u TjAX Fan Coil PROJECT: Clear Creek Crossing: Building LOCATION: Wheatridge, CO PROJECT#: 21-2]1] SYSTEMAINIT: FCU -O# United Test and Balance IM40 Bradford Rd. Unit C Littlausn. CO 80129 Unit Menuhdurer Filed Co Unit Model Number mum Unit sell Number 2101-IM16 FCU,0 WAIr Filter Filter Type Howl Filter Qty -51 1 Muir 5'¢e-51 18xl8x1 Design ESP Cocking SP Out X000in, we Oudot-03 6D Design Arnow 650 CFM Actual Airflow 725 CFM Design Ou6Ne Air 113 CFM Actual ONsitle Air 118 CFM Malar Vol%T1-T2 208 Voft Malar Armal T1 1.4 Amps DATE: 13180/2021 CONTACT: AUTHOR: Jeremy Merrill Tested By: Brock Anderson Date: &a0/2021 Malar ManuMcWrer Motor HP Motor Rated Von Motor Phase Motor FL Amps Motor Ser o.Fat Genteq 116 HP 206 Volts 1 17Amps 190 0.upn 200 im Airflow 278 %PrNim O'. 149 Sheave Dens Moloy Shavc MFG UIIFgOrve I 200 191 Teat P es ev,r,wc Design ESP Cocking SP Out X000in, we LOQ[ FCO(34 fl1302021 Brock Anderson unit left Wred W high speed, low speed was at ]8% a deli n Outlebi thin Type SD 0.upn 200 im Airflow 278 %PrNim O'. 149 �n 216 ew 106 Oulleb2 I 200 191 98 224 112 Oudot-03 6D 260 26tl 104 286 114 Toops: 550 Toe 115 7Z5 112 United Test and Balance Page 4 o17 coil IR Im arovrov m�n� Page 5 of 7 ma rvau.sw+a.rn �w..+ �r. �'® wa`rw nnrwew. a. rau gr m��auapicaw.xanrs�+L+'�.s �i�}`rvu,+�+ 2012 INC, 2012 IECC MECHANICAL PLAIN INDEX a Z_ IN V/ U Y W W w U W J U Y O O J r O i s z�w so 00 w no 0 z z w c zICU i w 3 v w ax Iv� Y coil IR Im arovrov m�n� Page 5 of 7 ma rvau.sw+a.rn �w..+ �r. �'® wa`rw nnrwew. a. rau gr m��auapicaw.xanrs�+L+'�.s �i�}`rvu,+�+ 2012 INC, 2012 IECC MECHANICAL PLAIN INDEX a Z_ IN V/ U Y W W w U W J U Y O O J r O i s z�w so 00 w no 0 z z w c zICU i w 3 HOT WATER o%FAN COIL DETAIL s coil IR Im arovrov m�n� Page 5 of 7 ma rvau.sw+a.rn �w..+ �r. �'® wa`rw nnrwew. a. rau gr m��auapicaw.xanrs�+L+'�.s �i�}`rvu,+�+ 2012 INC, 2012 IECC MECHANICAL PLAIN INDEX a Z_ IN V/ U Y W W w U W J U Y O O J r O i s z�w so 00 w no 0 z z w c zICU i w 3 r — ra a>. I' 7�14SL a. 1� r V��i.a�� • 1Ti' 0.i' a■ 4 • _ 1 n LU zLU 20mom UJI • ow • • "WW. �. 4050 Clem Creek Dr 201902580 buildina ONE consultina. Ilc August 24, 2021 Mr. Tom Harris Evergreen 1873 South Bellaire Street, Suite 1200 Denver, CO 80222 RE: Building Envelope Consulting Services Outlook Clear Creek W heatridge, Colorado Project Number 19 -1205 -CC Dear Mr. Harris Building One reviewed the Building Envelope at the Outlook Clear Creek property, specifically at the 4050 Clear Creek Drive address. The weather resistive barrier was observed at all exterior wall assemblies. Building One initially noted some inconsistencies, but it appears that all our concerns have been addressed. It is our understanding that the exterior wall assemblies are in general conformance with the construction documents and industry standards. If you have any questions, please do not hesitate to call. Sincerely, Building One Consulting, LLC Chad Stinnett, RA Associate ViaEmail. Tom Harris'. tharrisadevme.com denver I boston 3190 s. wadsworth blvd., suite 230 1 lakewood, co 80227 1 303.986.1400 COLORADO ^Yi_C Lebmatory ServiasDivision w�anmrmdwmewauc owanmrm 4050 Clear Creek Dr 201902580 Colorado Department of Public Health and Environment 8100 Lowry Blvd. Denver, CO 80230 Tel: 303-692-3090 Fax: 303-344-9989 Analysis Report Workorder: 2358155 Environmental Microbiology, Wa Client: PLATTE RIVER PLUMBING Profile: Environmental Microbiology, Water Sampled By: MEGAN Sample Summary Report To: LLOYD DECKER PLATTE RIVER PLUMBING PO BOX 640 Henderson, CO 80640 Analyes Lab ID Sample ID Sample Type Method Date Collected Date Received Reported 2101552046 223-60 Water P/ttal Coliform and E. coli 08/11/2021 12:45 08/11/2021 14:11 2 Y /1 E Travant , hD Scientific Director Note: The samples were tested as received from the customer and the results in this report relate only to the samples tested. MRL -Minimum Reporting Limit BDL -Below Detection Limit, —Comment applied WL -Maximum Contaminant Limit per EPA regulations; mgh - milligrams per liter(ppm), ugh micrograms per l iter (ppb) Report ID: 3879292 Thursday, August 12, 2021 4:31:04 PM Page 1 of 2 PO�REY BY HORIZON' COLORADO Colorado Department of Public Health and Environment 8100 Lowry Blvd. Denver, CO 80230 Tel: 303-692-3090 Fax: 303-344-9989 Analysis Report Workorder: 2358155 Environmental Microbiology, Wa Sample Results Lab ID: 2101552046 Sample ID: 223-60 Sample Type: Water Date Collected: 08/112021 12:45 Collection Site: 4050 CLEAR CREEK DR WHEAT RIDGE CO 80401 Date Received: 08/112021 14:11 Site Description: Description: 4050 CLEAR CREEK DR WHEAT RIDGE CO 80401 Parameter Results Units MRL MCL DF Prepared Analyzed Qual EPA 92238 (Total Coliform and E. coli P/A) COLIFORM P/A ABSENT 1 08/12/2021 13:29 08/12/2021 13:29 A COLIFORM P/A result of ABSENT" indicates a microbiologically safe sample. Coliform was absent or less than one(o l) Coliform per 100 ml. E. COLI P/A ABSENT 1 08/12/2021 13:29 08/12/2021 13:29 An E. COLI P/A result of "ABSENT" indicates that E. coli was NOT DETECTED. Additional Information SDWIS Data Free Chlorine Total Chlorine Temperature at Collection: Temperature at Receipt: Water Type: Report ID: 3879292 Thursday, August 12, 2021 4:31:04 PM Page 2 of 2 0 LAV 4-107 MRL -Minimum Reporting Limit BDL -Below Detection Limit, —Comment applied WL -Maximum Contaminant Limit per EPA regulations; mgh- mi l ligrams per liter (ppm) ugh micrograms per l iter (ppb) PO�REY BY HORIZON' 4050 Clear Creek Dr 201902580 Bone Dry Mechanical LLC JERRY PETTIBON 720.436.2619 15215 E. OHIO AVE Aurora, CO 80012 Assembly Serial # Test Date /Time Tester Certification #- ` Assembly Test Results �KPaSS ❑*Fail Udder Suspension - Proeess IMmediately Denver Water Backflow Assembly Test & Maintenance Reoort (nlea.sa print with Rl 0r1I( 1 PT•r;:D1%1rr, Testing Company: Submit by e-mail (preferred) to CrossConnectionControl@denverwater.org, type "Backflow Test Reports" in the subject line OR submit by Fax to (303) 794-8325. * FAILED test results must be reported to Denver Water within 24 hours of failure at (303) 628-5969. i r Facility Name: ` Meter #: 0 Facility Address: ,�- City: jti _Oe :, 6 a Contact Person: j �G?1� • Make: • � ,-- Z,$ Model: ` G Phone: - Type: V9-RPe( ❑ DC Cl PVB [--]Air Gap Type of Use Protection Orientation Size: Date Installed: -�9 Domestic VContainment Inlet Outlet N ew ❑Existing ❑ Fire ❑ Glycol ❑ Containment by Isolation 4!�(_ Horizontal a Previous Assembly #: -ti uA, ❑ Irrigation ❑ Isolation ❑ Vertical Up ❑ Location:-&� �Z,� ❑ Recycled ❑ Vertical Down ❑ Line Initial Test Results PSI: Tightness Differential Repairs Approved: Y lig N ❑ Re -Test Results Check Valve #1 ❑ Leak J Tightness Differential ❑ Leak (RP, DC, PVB) Night Check Valve #2 ❑Leak � � (RP, DC) ight ❑ Tight ❑Leak U El Tight m Relief Valve (RP) c3 Buffer L (RP) Air Inlet m (PVB) '2 Shutoff Valve #1: VIZight ❑ Leaking ❑ Replaced Shutoff Valve #2: Night ElLeaking 11 Replaced Backpressure: El Yes o Test Procedure: ❑ ABPA: ASSE: Comments: Q Alarm Company/Fire Department: LA Z Person Notified: Contacted By: z Turn Off Date/Time: ----------------- Test Kit Make _ $ '(�I" Turn On Date/Time: Model: � - I iT Serial #: ,5- Last Calibration Date: P j Tester certifies this assembly has been tested with the above listed pro edure and verifies the isolation valves were returned to Pre-test orientation. Testing Company: � �. Cr�� y� Tester Name: J i iv Phone_ a,(:� _313Z _ a Signature: yJ Certificate Expiration Date: Testing Company: Submit by e-mail (preferred) to CrossConnectionControl@denverwater.org, type "Backflow Test Reports" in the subject line OR submit by Fax to (303) 794-8325. * FAILED test results must be reported to Denver Water within 24 hours of failure at (303) 628-5969. The City of Wheat Ridge 7500 W. 29th Avenue, Wheat Ridge, CO 80033 Third Party Form Check List Property Address Permit Number Permit Issued Date Owner Information Property Owner Information Property Owner Address Inspection Company Inspector Name Inspector Contact info. Inspector Statement and Acknowledgement * I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommendations. an s ecifications. Inspector: Date: /'Z �2 p Property Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat Ridge Building Division inspection. Propery Owner/Agent: Date: This original document must be submitted to the Chief Building Official within seven days of the final inspection. Email to permits@ci.wheatridge.co.us Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Final Roof PROPERTY ADDRESS: ° olo Ckof Ic_ A, (L` ❑ N/A Roof Inspection ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope ❑ N/A ❑ Pass ❑ Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fail Structural roof components N/A ❑ Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A ® Pass ❑ Fail Flashing for roof and walls FA Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) [0 N/A ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) ❑ N/A N Pass ❑ Fail Crickets and saddles where needed ❑ N/A 14 Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A] Pass ❑ Fail Verify vent caps ❑ N/A Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A 9 Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle ❑ N/A ® Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A R Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC ® N/A ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope; Exception: detached garages, patios, carports, open on three sides with min. slope of 1:12 ❑ N/A � Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope ❑ N/A [k] Pass ❑ Fail Above roof insulation R-25 ❑ N/A [ Pass ❑ Fail Below roof residential R-38 ❑ N/A Pass ❑ Fail Below roof commercial R-32 ❑ N/A [ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturer's specifications - Must have manufacturer's letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3.12 N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof Notes Company Name: Inspector signature: Date of Inspection: 2 The City of Wheat Ridge 7500 W. 29th Avenue, Wheat Ridge, CO 80033 Third Party Form Check List Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Mid -Roof PROPERTY ADDRESS c/5C) C'( Roof Inspection ❑ N/A ❑ Pass ❑ Fail N/A ❑ Pass ❑ Fail Structural roof components N/A ❑ Pass ❑ Fail Verify that no more than 2 layers of shingles exist FkJ N/A ❑ Pass ❑ Fail Flashing for roof and walls ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) Q N/A ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) ❑ N/A ❑ Pass ❑ Fail Crickets and saddles where needed N/A ❑ Pass ❑ Fail Verify B vent must have boot same gauge as pipe FA N/A ❑ Pass ❑ Fail Verify vent caps ❑ N/A Pass ❑ Fail Verify no flashings are damaged or rusted [ N/A ❑ Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle ❑ N/A ® Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A In Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A [. Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/Ar�71 Pass ❑ Fail Verify roof slope for proper drainage F-1 N/A IJ Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A 4t"I Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC T N/A ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 ❑ N/A 14 Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope ❑ N/A VI Pass ❑ Fail Above roof insulation R-25 ❑ N/A Pass ❑ Fail Below roof residential R-38 ❑ N/A 13 Pass ❑ Fail Below roof commercial R-32 ❑ N/A Q Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4.12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes Company Name: (3uLtD n9(-, 0 LLJ C zNS"L I,"17,# Inspector signature: Date of Inspection:20 July 20, 2021 Evergreen Development 1873 South Bellaire Street, Suite 1200 Denver, CO 80222 Attn: Evergreen Development Re: Compliance Letter for Special Inspections Outlook Clear Creek, Permit No.: 201902580 4050 Clear Creek Drive, Building 4 Wheat Ridge, CO CGG Project Noe. 19.23.225 Cole Garner f-AmAt technical 1070 W. 124 t" Ave, Ste. 300 Westminster, C 111111111111) 802 34 303.996.2999 At your request, Cole Garner Geotechnical (CGG) was retained to provide construction special inspection and materials testing for the above-named project. Observation and special inspection services were performed as scheduled by the contractor during the construction of the following elements: Fairestoppoing - periodic visual special inspection of membrane penetrations to verify adherence with manufacturer recommendations for UL rating Wood Framing -visual inspection of shear and gravity systems including member size, grade and orientation including hardware and fasteners The results of our special inspections were noted to comply with the approved project plans, specifications and relevant sections of the International Building Code. We trust that the information presented herein satisfies your present needs. Sincerely, irner Geotechnica Thomas C. Cole, P.E. Principal �DOLlCtdp<(��4 '%ON v e o 0,6 � � co o 42518 oe, Ole 20121 •: w�c, SS/ONAI. � 4050 Clear Crk Dr 201902580 nae In Street canmer«Gq.co real ram, •¢303 3 F `pa"recnnem 303783.01211 moria. earl Cntlga,Ii� heEmail SeM[ePN}OFrc pn[com Assembly Serial 111 13312 Test Date / Time 7.15.21 Tester Certification 1116-784 ssembly Test Results ® Pass ❑ Fail El Under Suspension- Process Immediately pkasepnnt with BLOCK LETTERING) E Water Supplier: Consolidated District: Meter#: Facility Address: 4050 Clear Creek Dr bldg lW City. Lakewood ST: CO zip: 80401 Contact Person: Phone: Make: Ames Model: DernAer40GX Type of Use Protection Orientation Type: to RP o DC o PVB o Air Gap sa S1ze'.4" Date Installed7/2021 oOomestic mCortamment IBlel Outlet m New nExisling mFee oGlycol OCortamment by Isolation m Horizontal m Q Previous Assembly#: 01milation olsolation o Vertical up D oRecycled o Vertical Down o Location: Fire Riser Room Approved: V m No Line 85 Intlial Test Results Repairs Re -Teat Results Tghmeas Differential Tightness Differential PSI: Check Valve#1 TIxi oLeak (RP, DC,PVB) ¢Tight 9'4 oTght Check Valve#2 DLllas oLeak (RP, DC) ¢Tight 2'4 0l Relief Valve (RP) 3.2 F Buffer s (RP) 6.2 Air Inlet (PVB) Shutoff Valve F: ®Tight oLeaking 0Replacetl lShutoffVaIml mTight otseaking oReplacetl Backpressure: oyes ONO Teal Procedure: mABPA: PASSE: Comments: `= All Company/Fire Department: DFS CertHicatlon#: 5 Person Notified: Contacted! By: zz Tum Of DatelTime: Tum On Oseenrane: r Test Kit Make: Midwest Model: 845 c Serial#: 02142752 Last Calibration Dale: 4/19121 Tearer[ware:for, aaaembryties been eased wiOMeabove rakupswedeead aral Me sweet views mai, warrant roinstead ouseg4on. e Testing Canpany 1120FIrePreteNoglno. 8 Tester Name: Manaus McCracken Phl (303) 761-P55 Signature: Cediticate Expiration Date: 912221 Testing Con pano Submit bye -mall (preferred) to Cr�aCcnrwdlmContrd�emenreb.om. type heart Test Relars' n Me Object Ins OR means by Pox bEver) }968325. 'FAILED test resut must be reported to Denver Water at Mn 24 hours dhedure at (303) 626-509, i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE InspectionLi Type :&Permit rte+► # i Number: �,► ❑ No one available for inspection: Ti Re -Inspection required: YesN When corrections are complete, City of Wheat Ridge Multi -Family - New PERMIT - 201902580 PERMIT NO: 201902580 ISSUED: 02/19/2020 JOB ADDRESS: 4050 Clear Creek Dr EXPIRES: 08/20/2021 JOB DESCRIPTION: Clear Creek Crossing - Four story building with tuck -under garages, 37 units - 44,054 sq ft total *** CONTACTS *** OWNER EVERGREEN CLEAR CREEK CROSSING GC (303) 757-0401 Ron Wolford 180393 Nexus Builders LLC SUB (303)795-6116 MONTE LOSAW 160078 LOSAW ELECTRIC INC. SUB (303)288-2308 WILLIUAM C COFFEY III 110081 PLATTE RIVER PLUMBING INC. SUB (720)373-4378 CORY JOHNSTON 190344 CBA MECHANICAL *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION:5,387,200.00 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 113,131.20 Permit Fee 24,452.85 Engin. Review Fee 100.00 ** TOTAL ** 137, 804.05 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WZ-19-01) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. Architectural elevations shall match the approved master plan permit. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Multi -Family - New PERMIT - 201902580 201902580 ISSUED: 02/19/2020 4050 Clear Creek Dr EXPIRES: 08/20/2021 Clear Creek Crossing - Four story building with tuck -under garages, 37 units - 44,054 sq ft total 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�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 02/19/2020 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ♦� City of Wheatldge COMMUNITY DEVELOPMENT CityofWheat Ridge Municipal Building 7500 W. 20 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits(cilci.wheahidge.co.us or fax to 303-237-8929. Party requesting permit extension: Evergreen Clear Creek Crossing Permit # 201902580 Property Address: 4050 Clear Creek Dr. Phone# 720-272-8725 Email Address: adeckert@evgre.com Reason for extension request: Delayed construction start Number of days requested: 10/30/2021 Printed Name: Amy Deckert Signature:_z"—' Date: 02/22/2021 For office use only This request has been: XI Approved ❑ Denied Extended =it 8/20/2021 Approved by: 7;L - D Daze: 2/22/2021 www.ci.whealridgaco.us CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE .. � .. - �► •rte � # ,,��- ., ,�,,,:. ❑ No one available for inspection: Tir ' `-.r/I�PM Re -Inspection required: Ye When corrections have been made, se�dule for re -inspection online at: http://www. ci. wheatridge. co. usfinsp6(cti Dat K4��L__ I ni, / CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE ❑ No one available for inspection: Ti Re -Inspection required: Ye$L *V nr x 44" City of Wheat Ridge _A� Commercial Low Voltage PERMIT - 202002605 PERMIT NO: 202002605 ISSUED: 12/16/2020 JOB ADDRESS: 4050 Clear Creek Dr EXPIRES: 12/16/2021 JOB DESCRIPTION: Clear Creek Crossing - Installation of new fire alarm system - 44,939 sq ft total Fees paid on Permit No. 202002084 *** CONTACTS *** OWNER EVERGREEN CLEAR CREEK CROSSING SUB (303)973-7412 TODD WAGNER 202244 VULCAN FIRE & SECURITY *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 0.00 FEES ** TOTAL ** 0.00 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2018 International Codes, 2020 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications, applicae building codes, and all applicable municpal 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�permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: General Permit Application Date: Tuesday, December 15, 2020 3:11:06 PM General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is the property Residential or Commercial? Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Residential 4050 Clear Creek Dr Evergreen Development (303)757-0401 Field not completed. Submitting General Vulcan Fire & Security Contractor or Architect Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) 202244 Contract Phone (303)973-7412 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address permits@vulcanfiresecurity.com Retype Contact Email permits@vulcanfiresecurity.com Address 01:K161CiI91 ffl0N]ayOLib]N:/ Detailed Scope of Installation of new fire alarm system into multi family housing Work - Provide a w/elevator recall and sprinkler monitoring detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of 44939 scope of work Location of work Inside Building (backyard, on roof, etc) Project Value (contract Paid under permit 202002084 value or cost of ALL materials and labor) Upload Engineer letter, Field not completed. other documents on 8 1/2" x 11 " Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. Upload 20200513130758 00400 Q - ... i 17" or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Robert Jones Permit Email not displaying correctly? View it in your browser. CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:` Permit Number:. ❑ No one available for inspection: Ti _ M/PM Re -Inspection required: Yes When corrections have been http✓/www. cL wheatridge, co, u Dat : . ay_ fins schedule for re -inspection online at: 3OIION SIHI-gAOW3bl ION 00 :aoloadsul:a}�a uoijoadsu!lsn-oo-a6ppleayM p Ntmmll-d;;y :;e augluo uo►;oadsui-ar ao{ a/npayos `apew uaaq aneq suoijoaaaoo uayM, ON saA :paainbaa uoiloadsul-aH WdMV auail :uoijoadsui aol algelil3na auo oN;7 Q' lq -- o 117/ bcP �a7 'y f. V Ir / � r :.iagwnN Iluaaad 7�5,,?/i :ssaippd qof �r fit• s. :adAl uol}oadsul 331ION N01103dSNI a3wo 958Z -9£Z (£0£) uolsinla uoiloadsul 6uiplln8 39ala IV3HM d0 A113 ° r 1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: j ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes When corrections have been mad sche le for re -i line at: http✓/www.ci.wheatridge.co.uslins ection If ♦ A i CITY OF WHEAT RIDGE; Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: ear"; Permit Number: ❑ No one available for inspection: Time �;: '- . - /_AM/PM Re -Inspection required: Yes .�o1) When corrections have been made, schedule for re -inspection online at. http://www.ci.wheatridgecouslinspection Date: ' `':. Inspector: �fz DO NOT REMOVE VE THIS NOTICE August 26, 2020 Evergreen Development 1873 South Bellaire Street, Suite 1200 Denver, CO 80222 Attn: Dan Scholtz arner ^- techniccb 1070 W. 124 t" Ave, Ste. 300 Westminster, CO 80234 303.996.2999 Re: Compliance Letter for Special Inspection and Materials Tests Outlook Clear Creek, Permit No.: 201902580 4050 Clear Creek Drive, Building 4 Wheat Ridge, CO CG Project Noe. 19.23.225 IPermit # 201902580 14050 Clear Creek Drive At your request,, Cole Garner Geotechnical (CGG) was retained to provide construction observations and materials testing for the above-named project. Observation and special inspection services were performed as scheduled by the contractor during the construction of the following elements: Excavation Observation -observation prior to foundation construction to verify conformance to with geotechnical report Reinforced Concrete -inspection of reinforcing steel and concrete placement for foundations and slabs Concrete Encased Grounding Rod - inspection of placement of Ufer ground rod in foundation Post -Tensioned Concrete - inspection of tendon layout,, concrete placement operations subsequent stressing operations Structural Masonry - visual inspection of reinforcing steel and grout placement In addition, materials tests were periodically conducted for the following elements: Concrete - temperature, slump, air content,, unit weight and compressive strength Grout - compressive strength and The results of our materials tests and special inspections were noted to comply with the approved project plans, specifications and relevant sections of the International Building Code. We trust that the information presented herein satisfies your present needs. Sincerely, ..... .r Geotechnical Thomas C. Cole, P.E. Principal DO P�Risr�'ION t&ewo wi 4251 0. -o '0 8�2 20goo 00 /ON A)kPF-ffi ENS\ _M� i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE D (n 70 CD 0 O 7 s * M G eD Z : O ® 7 C)CD cn Cb = CO) �. CT CD n CD O Q 0. m CD CDD "� CD n 0 0 o 0CD �= Z O Z 3 o CD CbCb 0 0 m 0 o D CDZ L $ g 0 Z > O r Q CD CD N CD Z cn 4:z �� q � / Z Z O m Clear Creek Crossing On • 4050 Clear Creek Drive Permit No. 2019 02580 y-/-7--�>U e, 4 ANCHOR ENGINEERING STRUCTURAL ENGINEERS June 1, 2020 Kephart Architects Attn: Janet Grady 2555 Walnut Street Denver, CO 80205 RE: Outlook Clear Creek Building 4 4050 Clear Creek Drive Wheat Ridge, CO 80215 Dear Mrs. Grady, Per our contract, our office reviewed tendon elongation reports dated May 13, 2020 (Revised May 26, 2020) and May 30, 2020 provided by Cole Garner Geotechnical for the above referenced project. The reports indicate that the special inspector from Cole Garner observed as the tendons were stressed using the following equipment: Ram No. PT Puller #206 & Jack & Associates #302 Gauge No. #206 McDaniels, 10,000 PSI, 4" & #302 McDaniel, 10,000 PSI, 4" Pump No. SPX Power Team, #206, S/N 371136 & Enerpac, #302, S/N 1403 The equipment #206 was last calibrated on February 14, 2020 and equipment #302 was last calibrated on May 15, 2020. The corresponding stressing gauge pressure is 5,385 & 5,460 pounds per square inch respectively when applying 33 kips of tension to the tendon. A copy of the associated calibration curve was provided to our office for our records and review. Reports dated May 13, 2020 (Revised May 26, 2020) was for all of the tendons in the pour. After review of this report tendons #6A, #7A, #713, #7C, #17A, #23A, #23B, #23C, #25A, #25B, #28A, #29A, #29B, #30A, #30B, #31A, #31B, #34A, #41B, #43A, #43B, #46A, #49A, #58A, #7113, #73A, #76B, #77A, #78A, #78B, #80A, #80B, #81 A, #81 B, #82A, #82B & #83A did not meet the code allowed minus 10% deviation and needs to be re - stressed. Report dated May 30, 2020 was the elongation report for the tendons that needed to be re -stressed. Based on our review of the stressing records, calibration curve, PTI allowances of +/- 1/4" elongations for short tendons, and the knowledge of the measurements taken to the nearest 1/8", it is our opinion that all the tendons included in these reports have been adequately stressed and can be burnt off to a distance of 3/4" inside the exterior surface of the concrete. Stressing pockets should be packed with grout as outlined in the contract documents. If you have any questions or need additional information, please contact our office. Sincerely, Anchor Engineering, Inc. Charles D. Petzir, P.E. Project Engineer 2535 17T" STREET, DENVER, CO 80211 ❖ 303-783-4797 s 303-830-9133 Fax •: -/-7 -Fv k ANCHOR ENGINEERING STRUCTURAL ENGINEERS May 27, 2020 Kephart Architects Attn: Janet Grady 2555 Walnut Street Denver, CO 80205 RE: Outlook Clear Creek Building 4 4050 Clear Creek Drive Wheat Ridge, CO 80215 Dear Mrs. Grady, Per our contract, our office reviewed tendon elongation report dated May 13, 2020 (Revised May 26, 2020) provided by Cole Garner Geotechnical for the above referenced project. The reports indicate that the special inspector from Cole Garner observed as the tendons were stressed using the following equipment: Ram No. PT Puller #206 Gauge No. #206 McDaniels, 10,000 PSI, 4" Pump No. SPX Power Team, #206, S/N 371136 The equipment was last calibrated on February 14, 2020. The corresponding stressing gauge pressure is 5,385 pounds per square inch when applying 33 kips of tension to the tendon. A copy of the associated calibration curve was provided to our office for our records and review. Based on our review of the stressing records tendons #6A, #7A, #713, #7C, #17A, #23A, #23B, #23C, #25A, #25B, #28A, #29A, #29B, #30A, #30B, #31A, #31B, #34A, #41B, #43A, #43B, #46A, #49A, #58A, #7113, #73A, #76B, #77A, #78A, #78B, #80A, #80B, #81A, #8113, #82A, #82B & #83A did not meet the code allowed minus 10% deviation and needs to be re -stressed. Please re -stress the tendons indicated above as outlined in the contract documents and provide our office with the re -stressing report. It is our opinion that all other tendons have been adequately stressed and can be burnt off to a distance of 3/4" inside the exterior surface of the concrete. Stressing pockets should be packed with grout as outlined in the contract documents. If you have any questions or need additional information, please contact our office. Sincerely, Anchor Engineering, Inc. Charles D. Petzmger, P.E. Project Engineer ❖ 2535 17TH STREET, DENVER, CO 80211 303-783-4797 s% 303-830-9133 FAX ❖ City tat �CoNvou.Niry Wheat id9e DEvkti rml-tiT FOR OFFICE USE ONLY Approved by: Inspector Date City of Wheat Ridge Municipal Building 7500 W. 24'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303 235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Commercial and Multi -Family Developments This form must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This form must be accompanied by a Construction Control Plan following the procedure found on the reverse side of this form. DATE: MAY 13, 2020 PERMIT# ADDRESS: 4050 CLEAR CREEK DRIVE, WHEATRIDGE, CO LOT 1 , BLOCK 1 , OUTLOOK AT CLEAR CREEK CROSSING SUBDIVISION SURVEYOR: I hereby certify that the elevations and distances shown on the attached sheets and as stated below for the recently formed or constructed structural foundation for the above property have been measured by me or directly under my supervision. See the attached Form Check and Sheets 15 & 16 of the Construction Control Plan All measurements have been determined on the following location: (Check only one): X Top of proposed foundation wall prior to placement of concrete Top of foundation wall subsequent to placement of concrete The setback and elevation measurements are included on the attached Const !:A Control Plan. Signed �.t, atilt '- Professional Surveyor Print Date i ivwxi.lrheatridge.coms Rev 11/2018 f 4 Or a r�1m y 7C U C, %0 %O m A m X X 0 0; o x X y S m m N 2 m N O� nN mm m -o S X Y am �ArF r m m �m m3� Om cm h�O< O A mN Orx" r r - - �o prp c7 mn zac z aoa ac �tT'� z � ''—� m n0 � f 4 Or a r�1m y 7C U C, %0 %O Z �I SON' omrn -o A Y am �ArF m m m m �m m3� Om cm h�O< O A mN Orx" r r �o prp c7 Oo 8A m > �tT'� z e 2 ¢pgc �n zJ r•r J _m D m m Z O m> N pZ m -4 W N O L '� m� m mac (%J Y D C"1 m r�+DD O 2 y x O O o O rn>m O AM Oz C -,cm 8, c o Z Z Zm O O �m Z c�� O z D fy � g OD m OmnN ,� Or Nmm W N c > Y m m N m z co, o m z I rn NNN N L7m m 0 o .Zpi s O �� Z O O NN S O m O A N z cmi zi00 pp Ln M f ON � 7C N j {t �Lf- �I SON' omrn o� j +Cl m3� ON � 7C N j {t �Lf- 029 MA-CHLIN-- - SEE SH --E- 14 N —I.— I Y: rD ......... F' - rD — ---------------- 9- � s) (D —I.— I F' - ie AF_ !13 t MALHUNIE SEE SHEET 16 73' —I.— I T c1l. - Ell lily\ . \ ........... ................... Ar, -A ---------- --------------------------------------------------- gqS -____________.__________-_Win - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -1-- -Z— VAI(;HLINL SEE SHEET 15 - — 1w — — 77, z T c1l. - Ell lily\ . \ ........... ................... Ar, -A ---------- --------------------------------------------------- gqS -____________.__________-_Win - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -1-- -Z— OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 16 3 Job Address: Permit Number: IJ No one available for inspection: Time A-- , AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http;llwww.ci. wheatridge. co. uslinspection D ate:_ Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �.� Job Address: Permit Number: C ❑ No one available for inspection: Time M/PM Re -Inspection required: Yes 111'(0,, When corrections have been made, sclie ule for re -inspection online at. http://www.ci.wheatridge.co.0 nspe / f ---. 0 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1G/-C� i<'� tnz�- Job Address: z� sem' Permit Number: Z74./ C'-'? ❑ No one available for inspection: Time AM/PM Re -Inspection required: (Yes: No When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.us inspection Date: Inspector: DO NOT REMOVE THIS NOTICE t i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 3R_s /Yl' 1 Job Address: `�-' 50 Permit Number: ?,-"-I-i cid 4A ❑ No one available for inspection: Time ` :,' pA-M%PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpY www. ci. wheatridge. co. us4nspection Date:" _ =' Inspector: DO NOT REMOVE THIS NOTICE i CITTOFWHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:/20 I -�-- �" Job Address: �. Permit Number: _ I R�z z._ ❑ No one available for inspection: Ti _d M Re -Inspection required: Ye No When corrections have been made, jsehed le for re-inspec�v online at: http✓/www.ci.wheatridge.co.u�nspection C FOR OFFICE USE ONLY Approved by. Rjq City of ��'euaaa�, 5)15)2020 CWheatge �MMt1Nlw DEVELOPMENT Inspector Dale City or Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Commercial and Multi -Family Developments This form must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This form must be accompanied by a Construction Control Plan following the procedure found on the reverse side of this form. DATE: MAY 13, 2020 PERMIT# 201902580 ADDRESS: 4050 CLEAR CREEK DRIVE, WHEATRIDGE, CO LOT 1 'BLOCK 1 OUTLOOK AT CLEAR CREEK CROSSING SUBDIVISION SURVEYOR: I hereby certify that the elevations and distances shown on the attached sheets and as stated below for the recently formed or constructed structural foundation for the above property have been measured by me or directly under my supervision. See the attached Form Check and Sheets 15 & 16 of the Construction Control Plan. All measurements have been determined on the following location: (Check only one): X Top of proposed foundation wall prior to placement of concrete Top of foundation wall subsequent to placement of concrete The setback and elevation measurements are included on the attached Eonstmstidn Control Plan. Signed Print Aaron Murphy Date 5-13-20 wwx'.ri.x heatriJge.co.us Rev 1112018 GENERAL NOTES: 1. THE LINEAR UNITS FOR THIS SURVEY ARE U.S. SURVEY FEET. 2. THE PURPOSE OF THIS FORM CHECK IS TO SHOW THE DELTAS BETWEEN THE AS MEASURED FORMS AND THE PROPOSED BUILDING LOCATION. 3. THIS EXHIBIT DOES NOT CONSTITUTE A TITLE SEARCH BY HARRIS KOCHER SMITH TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. 4. THIS EXHIBIT DOES NOT REPRESENT A MONUMENTED LAND SURVEY. SPECIFIC NOTES: 1. THE FIELD WORK WAS PERFORMED ON APRIL 30, 2020. 2. BENCHMARK: BASIS OF ELEVATION BASED ON NGS CONTROL POINT T 412", A STAINLESS STEEL ROAD AT THE INTERSECTION OF KIPUNG STREET AND WEST 32ND AVENUE WITH A NAVD88 ELEVATION OF 5,562.74. T 412" IS A FIRST ORDER, SECOND CLASS CONTROL POINT. 3. FORM CHECK ELEVATIONS ARE MEASURED TO TOP OF FORM UNLESS OTHERWISE NOTED. LEGEND XX.X' DENOTES THE DISTANCE BETWEEN THE AS—MEASURED AND THE PROPOSED LOCATION XXXX.XX ELEVATION FORM CHECK AS—MEASURED LOCATION C O.XX CUT TO PROPOSED ELEVATION (INDICATES FORM IS HIGH) F O.XX FILL TO PROPOSED ELEVATION (INDICATES FORM IS LOW) 30 0 30 60 SCALE: 1" = 30' OUTLOOK CLEAR CREEK CROSSING I v CHECK � •� UVUUVU UUU I B I 5456.97 FORM CHECK STEM WALL F 0.02 II FF CHK \ F 0.01 5456.30 FORM CHECK F 0.02 0.00 5456.30 FORM CHECK F 0.02 IIS '.5456.97 FORM CHECK STEM WALL F 0.02 ,. o ' c 0.02' FCFF 2 :.'•I KK M. RVISIxww KOCNER OUTLOOK CLEAR CREEK CROSSING CSMITH HARRIS EVERGREEN DEVCO, INC. FORM CHECK „mks;I IIIIWI 6=,=6311 BUILDING 4 FORM CHECK F 0.02 5457.00 iH FORM CHECK STEM WALL= C 0.01 i i i i , 3 I � i o I. �..�.. ..—..--u— �c ,I s MATCHLINE — SEE SHEET 10 .Ly- J V V e F=5166.]6 O AB R= KEYMAP ., 5 g •fu— ••Ir•ra••uu•Dei•.au aar•.•a.•ur•rrrr•a•••••a•••ra•o•uoe•b••••'a.faaa w 4. 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J wM Y, rj y" �� ❑ a .—..— t,.... . ®III ? o�AOo�,� IM ca.n,oP' • +w- Pq.PON MU9 to t .4�� w ..a � M fu_ • • O 4 K0. :0610) ^p p c S' i � YVMATCHLINE —SEE SHEET 19 2ti`�;✓;;"�3-ie •' ` z k, A'�RRSJ ISSVE WiE 161vA19 PIMIECtM 1]016 $II.FbT1� ECalyaileg. 10�– °�i0 m ER O OUTLOOK CLEAR CREEK w�.f« RewW,,sonmAMRur: Evergreen 15 CONSTRUCTION CONTROL PLAN o uWrtroxl axrsw.w w�.x-.r rsmum.i D.,r l,.rll WWI.. InI...nlx n or 24 i MATCHLINE - SEE SHEET 11 U U U I I I l ' Ie I 1e I i FF=50.ffi]B AB fF=_ I I i I I I • I I III l a . tta — I:smx I .......................°(ml.. \..e....... a — 4..eCY � ..:...i.... +{yam � e4 arca caa» .. 1�su.w wwun I I c.wn I" o I I I I ta_ Tu_ Ita u.w ay. e dia vx lll taI I �.— I I I I--------------- ' H III EYERCREEN CLEAR CREEK ' CRMEEK LLC i CLEAR CREEL( CRMNG ypa I AIBDINSIgI BIINC N0. 3 li a Ita trt m- aL 000- FF.5f5&l2 •••r• I I AB FF= (.VERAV TOP OT FORV = 54.6 3N 1 I .w. rrov ar» c. _ I I l u.+.n o� n I I _II w — nce I. u.—.a. �eaka I I _ I L wa L.._ _.. efl I I 7 ASH MATCHLINE - SEE SHEET 20 � yWao- ��lCHER OUTLOOK CLEAR CREEK ." Q Evergreen CONSTRUCTION CONTROL PLAN pi•µuceurpryyvygryryuFy,.E. _--__. _. Wrmxmn2mm•um Development Sernc.a l lave.<menf. KEYMAP sN�R1x01C5 "mo .xr wPv. re- owr°s':.aiwcnou' .me. en It upov.xPx:+�+' no, .'i. aV.rv's�.rxrt'. r • `.v1 •a, a[ -as[... +:ruuwm ue vxnN �PFTm: xC4i t[I w✓+ mu yam . v . I Meme uorLos.• '•. ol. t"e1w. miwm wrta�nxoo, v. >•[ M& m �QL�OiI� %PpRON y� 111 to",.1.1 or,A-,. Win"gym ..rE.. BTM, .Stip nm�e `114:ETNO. IIBIiS 16 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 461 t��gc__ Job Address: Permit Number: I ❑ No one available for inspection: Tim �M M Re -Inspection required: Yep When corrections have been httpYA,vww. cL wheatridge. co, u Dade for re -inspection online at: G i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 7 Job Address: Permit Number: r ❑ No one available for inspection: Time f-AM/PM Re -Inspection required: Yes !' Noj When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: :c - y- f (-' Inspector: %. ✓1-)_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 'x. .. Inspection Type: ` Job Address: Permit Number: CD i ❑ No one available for inspection: Tim t -Z� M Re -Inspection required: Ye� When corrections have been made, schedUl _for re -inspection online at: httpJ/www.ci.wheatridge.co.uslinspectia i Date:¢ r pectora" it l I A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: f �'� u'✓ Job Address: Permit Number: zw y Gz .5,iry s ❑ No one available for inspection: Time 7 ' ' AM/rM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online, of,. httpYlwww.ci, wheatridge.co.uslinspection Date: z` *;� Inspector: DO NOT REMOVE THIS NOTICE .� ��r%✓, Wiz- � �A .L1 r; � rt s ❑ No one available for inspection: Time 7 ' ' AM/rM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online, of,. httpYlwww.ci, wheatridge.co.uslinspection Date: z` *;� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 3121 fic1� r Job Address: 4�&50 CU --'Yr Permit Number: 2L/l`7 c-, :Z 5'2(0 '0 . ❑ No one available for inspection: Time {' Re -Inspection required: Yes t._N � When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: Inspector: N DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office rj INSPECTION NOTICE Inspection Type: ?CA1 /)ee_,1rv3'r Job Address: hK,,SC% 4*?1tA< !�1? Permit Number: cU1�f C/?� seewo �.I�- - s -I,,--' A: � ,�tr� °- ❑ No one available for inspection: Time ^� AM/PM Re -Inspection required: Ye . No 4,<;rz< When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. us4nspection Date: -�Inspector: I \, ' DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /G_S 561L k/444 Job Address: *41050 CIU -4f Permit Number: zrwlef 0� /?z - J No one available for inspection: Time /0, < J 6AZ/A/l Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http.-Ilwww.ci.wheatridge.co.uslinspection Date:— � - 30, 2O Inspector: DO NOT REMOVE THIS NOTICE No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be installed in accordance with the approved landscape plan (Case No. WZ-19-01) prior to C.O. and pursuant to the phasing identified in the Subdivision Improvement Agreement. Per the SIA, installation of landscaping, street trees, and irrigation is not required prior to Certificate of Occupancy if issuance of the C.O. occurs outside of the planting season, generally October to June. Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED -4 BY: u DATE: i1 COMMENTS: Architectural elevations shall match the approved master plan permit. �1ADDRESS PLAN r = 30.0' 1110 ® KEPHART Evergreen 0 Z U) U) O W U W W U W J U O O H O ADDRESS PLAN U City of W heat jjdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 August 27, 2019 OFFICIAL ADDRESS CHANGE NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: See Page 2 FORMER ADDRESS: Vacant Land • Subdivision: Clear Creek Crossing Subdivision Filing No. 2, Block 1, Lot 2, Section Parcel #: 39-194-04- 009 NOTES: This is a courtesy notification. AUTHORIZED BY: l- � t� DATE: c1 r DISTRIBUTION: 1. Property Owner 2. Addressinggieffco.us Jefferson County Assessor: Data Control, Lacey Baker; Jefferson County Elections: Holly Roth; Jeffco IT Services (Mapping): Steve Mitchel 3. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 4. U.S. Post Office, 1100 Johnson Rd., Golden CO 80401 5. Email to erlinda i.martinez &usps.aov and arlene.a.vickrey(&,,usps.gov and sheena.l.abeytaAusps.gov 6. Xcel Energy, sandra.cardenas(iDxcelenergy.com 7. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 8. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 9. Consolidated Mutual Water District 10. Applewood Sanitation District 11. West Metro Fire District 12. Wheat Ridge Planning Division 13. Wheat Ridge Building Division 14. GIS Specialist 15. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.wheatridge.coms DATE: CLEAR CREEK Vicinity Map U95 A N