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HomeMy WebLinkAbout11913 W I-70 Frontage Road NCERTIFICATE OF OCCUPANCY Permit #: 202002531 �9C,0XA Wh6atpsig MUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Stipulations: Maruca Design Date: 12/18/2020 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, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER: HELLMAN HOLDINGS, LLC CONTRACTOR/ADDRESS: ADDRESS: 11913 W I-70 Frontage Rd N, Wheat Ridge, CO 80033 PROPERTY ADDRESS: 11913 W I-70 Frontage Rd N Suite 101, Wheat Ridge, CO 80033 PARCEL #: 39-174-08-018 ZONING: PID OCCUPANCY: B/F -1 TYPE OF CONST: III -B OCC LOAD:26 FOR THE FOLLOWING PURPOSE: Bus. License Report Code Editions: N/A No change shall be made in the Use of this building without prior notice and a new CERTIFICATE OF OCCUPANCY from the City of Wheat Ridge Certificate MUST be posted by front door of commercial occupancies Chief Building Official Zoning Administrator Sprinklered: No JhC�t%t +e BUSINESS LICENSE INSPECTION PERMIT NO. 202002531 BUSINESS NAME: Maruca Design INSPECTION DAY/TIME Wed. Dec. 16 @ 2:30 PM INSPECTION DAY/TIME %t 7 -/� T 7 0 Z 0 INSPECTION DAY/TIME ADDRESS: 11913 W 1-70 Frontage Road N Suite 101 CONTACT NAME: Renee C 3 SCv J SQ FT I_> S r- 1 f OCCUPANCY TYPE <, = OCCUPANCY LOAD A CONSTRUCTION TYPE ❑ SPRINKLERED NON-SPRINKLERED Inspector Signature //- 4_2 62 z Date ®I i CITY OF WHEAT RIDGE �� Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ' x•'r c _.S / Job Address: 11c113 IaZ 1-70 Permit Number: -.- diffc2 c,r"� , d --7 ❑ No one available for inspection-,T#e a AM�1PM, Re -Inspection required: Yes No When corrections have been mad4sah6ute for re -inspection online at: httpYlwww.ci. wheatridge.co. usrnspection Date: �� -$ . �:--� ��= Inspector: DO NOT REMOVE THIS NOTICE ♦SII City Of �7�Iheatdge COMMUNITY DEVEIAPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 July 2, 2020 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 11913 West I-70 Frontage Road North, Suite 101 CURRENT ADDRESS: 11913 West I-70 Frontage Road North • Lakemont Center Stage 2 Subdivision, Lot 4, Section 17, Parcel #: 39-174-08-018 NOTES: This is a courtesv notification. New address is for building addition only, original address will remain. AUTHORIZED BY: DATE: 7/1/2020 1. Property Owner 2. Addressirmajeffco.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, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 5. Email to arlene.a.vickrev&usps.eov; marianaazasz&usps.eov; carmenssuarezkusps.eov, theresa.a.kraft&j sps.eov; Jennifer.m.sanchez&I sps.gov 6. Xcel Energy, Jacob.yan.Iaere&2jcelenerPy.co 7. Century Link, Aaron.KellerpCenturvlink.com rachel.weaverpcenturvlink.com 8. Comcast, scott moore&cable.comcast.com 9. Valley Water District: v.waterdist ardie&comcast.net; 10. Fruitdale Sanitation District bwillis ma inmammartin.co p�charbonnier & f rti dale.net& f rti dale.net 11. Fire Dept: stevenparkerparvadafire.com 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,d.wheatndge.coms ♦SII City Of �7�Iheatdge COMMUNITY DEVEIAPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 July 2, 2020 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 11913 West I-70 Frontage Road North, Suite 101 CURRENT ADDRESS: 11913 West I-70 Frontage Road North • Lakemont Center Stage 2 Subdivision, Lot 4, Section 17, Parcel #: 39-174-08-018 NOTES: This is a courtesv notification. New address is for building addition only, original address will remain. AUTHORIZED BY: DATE: 7/1/2020 1. Property Owner 2. Addressirmajeffco.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, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 5. Email to arlene.a.vickrev&usps.eov; marianaazasz&usps.eov; carmenssuarezkusps.eov, theresa.a.kraft&j sps.eov; Jennifer.m.sanchez&I sps.gov 6. Xcel Energy, Jacob.yan.Iaere&2jcelenerPy.co 7. Century Link, Aaron.KellerpCenturvlink.com rachel.weaverpcenturvlink.com 8. Comcast, scott moore&cable.comcast.com 9. Valley Water District: v.waterdist ardie&comcast.net; 10. Fruitdale Sanitation District bwillis ma inmammartin.co p�charbonnier & f rti dale.net& f rti dale.net 11. Fire Dept: stevenparkerparvadafire.com 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,d.whe t idg a ,mss z O ro �' H O W m 0 O a ro (D t7 h N (D 0 a !a rraa mw(D .0 O NP.. r Ett 0( m m H 4 H H O rt H rh �1 til cr a.otQ � N � m n 0 r- ro � r a Da H W H O z P. rr O d rt oEQ n x r m n a V F 0 0 N Q. �CD ., I00 O w O N It ° ScolCD v`i Imo,• .•r O ^moi fyD "~i- O n N CL o CD ►3 �O W-2 C) e7 � C 3 C p rq 10 ri �. A 3 ° z c -3 o C7n g a m O !+� o Ft x z a C Q eD 00 r H efl O y d � o � � a5 o c N •° �s oC � y >v � � N � o O O. ft ~ O 17 ro a n � r• N 0 n� p � o a CT ~ M (D m rt P. cc am n 0 r• F- S r cr �( m 0 til Ph y o: M N H m 0 P) H M x�nrr tq 0 r. m m no a H 0 z �. n O O K OY im .'v ynby CrJr�� rNd� 0 O ZOCCZ b O Zz o 10 � o ° UP U n CD r. M 00 R. p to rn K b < w N N �a o Is tz CD O 00 O W p N w fl y * b eD °fRICD CD .1 f o CD ft. o b K cr ft CD�, a c c c ►� M Q z h � CL teCL �° C7 � � � c hd (•1 o x fD a e o O 't: 80 y b � O °a � o � '+ Q eD ... a y y = QrQ eD TQ OD OD ° eb o o. � N� o � L7 M. OQ e d O. CD o CL f Ds ,'sem' N to to N =e 0 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: L/ — f3uJulo (` &Li'L Job Address: IMI 0j j )O 49 Permit Number: '00 Igo) 0:7 ❑ No one available for inspection: Time AM M Re -Inspection required: YesNo When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS A6TICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: LU 1/V (, 9- // m_ Job Address: -_10 M7/) ✓4 Permit Number: �coI a (-�p y C) ❑ No one available for inspection: Time X'LIIO �PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection 1 Date: I kflo Inspector: DO NOT REMOVE THIS OTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 0 Inspection Type: ��..-" Job Address: Permit Number: ❑ No one available for inspection: Time 1 AM PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpYlwww. ci. wheatridge. co. uslinspection f j Date: Inspector:``, DO NOT REMOVE THIS NTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION N0?jI Inspection Type: Job Address: 1 - �ZD43rfj Permit Number: - ( � ; �� �r' - Dii ! t ❑ No one available for inspAion: Time 12 A Re -Inspection required: Yes UNd, When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.uslinspection Date:1 Inspector: DO NOT REMOVE THIS NOTICE R.D. FRITZ CONSULTING ENGINEERS 6970 S. Holly Circle, Suite 100 Centennial, CO 80112-1066 (303)843-9077 FAX (303) 843-9078 April 30, 2019 Wheat Ridge Building Division 7500 W. 29'f' Ave. Wheat Ridge, Colorado 80033 � 2�oi?oigS2 RE: Hellman Building Addition- Construction Observations 11913 West I-70 Frontage Road North Wheat Ridge, Colorado 80033 Project no. 17-110 Dear Sir: During construction of the above project I made periodic site observations. I observed the caisson drilling and reinforcing on October 4, 2018 and on October 24, 2018.1 observed the foundation wall reinforcing and the UFR 20 ft. rebar connection on October 19, 2018. I observed the masonry reinforcing steel on November 5, 2018 and again on November 30, 2018.. I observed the roof steel frames on March 22, 2019. The caisson drilling and reinforcing, the foundation wall and UFR reinforcing, the masonry reinforcing and steel frames were all found to be acceptable and were approved by this office. If you have any questions concerning this letter, please call me at (303) 843-9077. Sincerely, Robert D, Fritz, P.E. Principal O��e ♦eves°e DE Aly�9/�.0 13192 w . il, I r41► I R.D. FRITZ CONSULTING ENGINEERS 6970 S. Holly Circle, Suite 100 Centennial, CO 80112-1066 (303)843-9077 FAX (303) 843-9078 April 30, 2019 Wheat Ridge Building Division 7500 W. 29h Ave. Wheat Ridge, Colorado 80033 RE: Hellman Building Addition- Construction Observations 11913 West I-70 Frontage Road North Wheat Ridge, Colorado 80033 Project no. 17-110 Dear Sir: 52- During construction of the above project I made periodic site observations. I observed the caisson drilling and reinforcing on October 4, 2018 and on October 24, 2018. I observed the foundation wall reinforcing and the UFR 20 ft. rebar connection on October 19, 2018. I observed the masonry reinforcing steel on November 5, 2018 and again on November 30, 2018. I observed the roof steel frames on March 22, 2019. The caisson drilling and reinforcing, the foundation wall and UFR reinforcing, the masonry reinforcing and steel frames were all found to be acceptable and were approved by this office. If you have any questions concerning this letter, please call me at (303) 843-9077. Sincerely, t Rip REG'DEA ATF Robert D. Fritz, P.E., Principal 13192 6'N' R.D. FRITZ CONSULTING ENGINEERS 6970 S. Holly Circle, Suite 100 Centennial, CO 80112-1066 (303)843-9077 FAX (303) 843-9078 April 30, 2019 Wheat Ridge Building Division 7500 W. 29h Ave. Wheat Ridge, Colorado 80033 RE: Hellman Building Addition- Construction Observations 11913 West I-70 Frontage Road North Wheat Ridge, Colorado 80033 Project no. 17-110 Dear Sir: During construction of the above project I made periodic site observations. I observed the caisson drilling and reinforcing on October 4, 2018 and on October 24, 2018.1 observed the foundation wall reinforcing and the UFR 20 ft. rebar connection on October 19, 2018. I observed the masonry reinforcing steel on November 5, 2018 and again on November 30, 2018. I observed the roof steel frames on March 22, 2019. The caisson drilling and reinforcing, the foundation wall and UFR reinforcing, the masonry reinforcing and steel frames were all found to be acceptable and were approved by this office. If you have any questions concerning this letter, please call me at (303) 843-9077. Sincerely, a'' REG ✓ oa @wF� 4 Robert D. Fritz, P.E. Principal 13192 10NA I I X113 W I --�o r�eonrrwv z 2D n40-1 Tf CERTIFIED TEST, ADJUST, AND Report By: BALANCE REPORT Double T Balancing Company 609 W. Littleton Blvd. /� S�2 Suite 212 "l Littleton, CO 80120 I1/12411 a' Report: Test and Balance Date: 11/6/2019 PROJECT 320 - HELLMAN OFFICE TI 11913 W. 1-70 Frontage Rd Wheat Ridge, CO Client Air Comfort York, Inc. / 10290 S. Progress Way, #105 Parker, CO 80134 Engineer Dynamic MEP Consulting Engineers Powered by FACILIBUILD www.facilibuild.com Double T Balancing Company 3 l j CERTIFICATION PROJECT: 320 — Hellman Office T.I. DATE: 11/7/19 52 SUBMITTED & CERTIFIED BY: DOUBLE T BALANCING COMPANY REGISTERATION NUMBER: 2631 CERTIFIED BY: Daniel Pegues CERTIFICATION EXPIRATION DATE: 03/31/2021 THE DATA PRESENTED IN THIS REPORT IS A RECORD OF SYSTEM MEASURMENTS AND FINAL ADJUSTMENTS THAT HAVE BEEN OBTAINED IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEBB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS. ANY VARAINCES FROM DESIGN QUANTITIES, WHICH EXCEED NEBB TOLERANCES, ARE NOTED IN THE TEST -ADJUST - BALANCE REPORT PROJECT SUMMARY. Double T Balancing Company Project: 320 - HELLMAN OFFICE TI Table Of Contents Section Page # Summary Data 3 Split Sys Furnace 4 Traverse Data 5 FAN - Exhaust 7 Powered by Focil!Build! Date: 11/6/2019 Page 2 of 9 www.facilibuild.com Double T Balancing Company EIBProject: 320 - HELLMAN OFFICE TI N*r6. Project Summary Outside air CFM on F-5 is the difference between the actual measured supply air CFM less the actual measured return air CFM. F-5 Initially was operating at 90% of design in high speed. Through adjustment of the individual volume dampers the system was proportioned. EF -1 Single speed direct drive motor. Powered by FaciliBuild! Date: 11/6/2019 Page 3 of 9 www.facilibuild.com Double T Balancing Company Project: 320 - HELLMAN OFFICE TI System/Unit: Split Sys Furnace Asset: F5 AREA: Tenant Space Completed By: Anthony Short on 11/06/2019 Unit Data MFG Type Design Actual MFG CARRIER GOODMAN Model Num 59SC2C120S24 GMSS921205DN AA Serial Num - 1906056933 Num Filters Size 1 - 1 Filter Size Size 1 - 24X24X1 Completed By: Anthony Short on 11/06/2019 Motor Data MFG Type Design Actual Motor MFG N/G NAC Frame - NAC Horsepower 0.75 0.75 Motor Rpm N/G NAC Phase 1 1 Voltage 115 115 Amperage - NAC Service Factor - NAC Completed By: Anthony Short on 11/06/2019 Notes: Motor on high speed. Outside air CFM proportioned with total supply air CFM. Diffuser Supply (GRD) F5 / Tenant Space Asset Test Data MFG Type Design Actual SF CFM 2250 1906 SF RPM D.D. D.D. Motor Speed SetPt - HIGH SPEED RL Voltage - 120 RL Amperage - 9.95 RA CFM 1720 1446 OA CFM 530 460 OA Damper Position - 90% OPEN Notes: Motor on high speed. Outside air CFM proportioned with total supply air CFM. Diffuser Supply (GRD) F5 / Tenant Space Asset Performance Data MFG Type Design Actual Suction ESP - -0.20 Discharge ESP - 0.16 Total ESP 0.50 0.36 Fan Inlet SP - -0.41 Fan Discharge SP - 0.20 Total Fan SP N/G 0.61 DX Coil Delta SP - 0.04 Final Filters Delta SP - 0.21 Notes: Motor on high speed. Outside air CFM proportioned with total supply air CFM. Diffuser Supply (GRD) F5 / Tenant Space Asset Area Served MFG Type Size DESIGN CFM CFM(1) CFM(2) FINAL CFM %to design F5-SGRD1 Tenant Space PRICE CD 8" 150 158 130 86.7 F5-SGRD2 Tenant Space PRICE CD 8" 170 159 144 84.7 F5-SGRD3 Tenant Space PRICE CD 8" 220 166 185 84.1 F5-SGRD4 Tenant Space PRICE CD 8" 275 160 229 83.3 F5-SGRD5 Tenant Space PRICE CD 8" 220 154 182 82.7 F5-SGRD6 Tenant Space PRICE CD 8" 215 198 180 83.7 F5-SGRD7 Tenant Space PRICE CD 6" 50 77 44 88.0 F5-SGRD8 Tenant Space PRICE CD 6" 50 45 42 84.0 F5-SGRD9 Tenant Space PRICE Sw 12" 900 927 770 85.6 Completed By: Anthony Short on 11/06/2019 Asset Area Served Notes Powered by Focili8uild! Date: 11/6/2019 Page 4 of 9 www.facilibuild.com gym_ Double T Balancing Company -� NIE B Project: 320 - HELLMAN OFFICE TI i � O Rectangular Duct Traverse Report System: F5 (GOODMAN-GMSS921205DNAA-Tenant Space) Service: Altitude: Density: Factor: Duct Design Actual Width: 24 Readings:2 SCFM:1720 SCFM: Height: 12 Readings:1 FPM: 860 FPM: 723 Area: 2.00 CFM: 1720 CFM: 1446 S.P.: Temp: Notes: Return air CFM read with velgrid. Duct Traverse Data Points Powered by Facilieuild! Date: 11/6/2019 Page 5 of 9 www.facilibuild.com Double T Balancing Company -� Project: 320 - HELLMAN OFFICE TI Rectangular Duct Traverse Report System: F5-SGRD9 (PRICE-N/G-Tenant Space) Service: Altitude: Density: Factor: Duct Design Width: 14 Readings:1 SCFM:900 Height: 14 Readings:1 FPM: 662 Area: 1.36 CFM: 900 S.P.: Temp: Notes: Reading done with velgrid. Duct Traverse Data Points 566 Actual SCFM: FPM: 566 CFM: 770 Powered by Focilieuild! Date: 11/6/2019 Page 6 of 9 www.facilibuild.com Double T Balancing Company Project: 320 - HELLMAN OFFICE TI System/Unit: FAN - Exhaust Asset: EF1 AREA: Mop Sink Unit Data Motor Data Design Actual MFG GREENHECK ZHONGSHAN Model Num SP -13110 BPT13-14D Serial Num - 80 028969 Completed By: Anthony Short on 11/06/2019 Notes: Single speed direct drive motor. Motor Data Design Actual Motor MFG - NAC Frame - NAC Horsepower 80 WATTS 19 WATTS Motor Rpm 950 NAC Phase 1 1 Voltage (rated) 115 120 Amperage (rated) - 0.18 Service Factor - NAC Completed By: Anthony Short on 11/06/2019 Notes: Single speed direct drive motor. Powered by Facilieuildl Date: 11/6/2019 Page 7 of 9 www.facilibuild.com Test Data Design Actual CFM 100 80 Fan RPM D.D. D.D. System SetPt - SINGLE SPEED RL Voltage - 120 RL Amperage - 0.18 Fan Inlet SP - ATM Fan Discharge SP - 0.06 Total Fan SP 0.25 0.06 Brake Horse Power - 0.002 Powered by Facilieuildl Date: 11/6/2019 Page 7 of 9 www.facilibuild.com Double T Balancing Company Project: 320 - HELLMAN OFFICE TI System/Unit: FAN - Exhaust Asset: EF2a AREA: Mens Restroom Unit Data Motor Data Design Actual MFG GREENHECK BROAN Model Num SP -6110 L150 Serial Num - N/G Completed By: Anthony Short on 11/06/2019 Notes: Static pressure not available due to hard ceiling. Motor Data Design Actual Motor MFG 150 BROAN NUTONE Frame - N/G Horsepower 80 WATTS 8.5 WATTS Motor Rpm 950 745 Phase 1 1 Voltage (rated) 115 115 Amperage (rated) - 0.56 Service Factor I- N/G Completed By: Anthony Short on 11/06/2019 Notes: Static pressure not available due to hard ceiling. Powered by FaciliBuild! Date: 11/6/2019 Page 8 of 9 www.facilibuild.com Test Data Design Actual CFM 150 144 Fan RPM D.D. D.D. System SetPt - SINGLE SPEED RL Voltage - 120 RL Amperage - 0.50 Fan Inlet SP - ATM Fan Discharge SP - NAC Total Fan SP 0.25 NAC Brake Horse Power - 0.06 Powered by FaciliBuild! Date: 11/6/2019 Page 8 of 9 www.facilibuild.com Double T Balancing Company Project: 320 - HELLMAN OFFICE TI System/Unit: FAN - Exhaust Asset: EF2b AREA: Womens Restroom Unit Data Motor Data Design Actual MFG GREENHECK BROAN Model Num SP -B110 L150 Serial Num - N/G Completed By: Anthony Short on 11/06/2019 Notes: Static pressure not available due to hard ceiling. Motor Data Design Actual Motor MFG - BROAN NUTONE Frame - N/G Horsepower 80 WATTS 8.5 WATTS Motor Rpm 950 745 Phase 1 1 Voltage (rated) 115 115 Amperage (rated) - 0.56 Service Factor - N/G Completed By: Anthony Short on 11/06/2019 Notes: Static pressure not available due to hard ceiling. Powered by FaciliBuild! Date: 11/6/2019 Page 9 of 9 www.facilibuild.com Test Data Design Actual CFM 150 142 Fan RPM D.D. D.D. System SetPt - SINGLE SPEED RL Voltage - 120 RL Amperage - 0.50 Fan Inlet SP - ATM Fan Discharge SP - NAC Total Fan SP 0.25 NAC Brake Horse Power - 0.06 Powered by FaciliBuild! Date: 11/6/2019 Page 9 of 9 www.facilibuild.com Double T Balancing Company INSTRUMENT CALIBRATION REPORT MANUFACTURER MODEL SERIAL APPLICATION CALIBRATION DATE Extech 380935 971107686 VOA -700A A/C 8/12/2019 Extech 461825 Q669462 RPM 8/12/2019 Extech 850187 H196324-187 Temp/Humidity 8/12/2019 Extech 407907 H.196324 Temp Meter 8/12/2019 Extech 850186 H.196324-186 Temp Probe 8/12/2019 Shortridge ADT442 TemProbe N/A Temp Probe 8/12/2019 Shortridge HDM-300 W98026 Hydronic - Pressure Diff. 8/12/2019 Shortridge ADM -860C M05784 CFM -Velocity -Pressure -Temp 8/12/2019 Shortridge ADT446 N/A Temp Probe 8/12/2019 Alnor RVA+ 70630361 Air Velocity 8/12/2019 Fluke 1325 144160325WS True-rms Clamp Meter 8/21/2019 Fluke 1971 12418208 ITemperaiure Humidity Meter 8/22/2019 L� Double T Balancing Company B8 Abbreviations Symbol Description Symbol Description A/C Air Cond. - Split System KH Kitchen Hood AHU Air Handling Unit LD Linear Diffuser Atm Atmosphere Mfg Manufacturer BCU Blower Coil Unit MUA Make Up Air Unit BHP Brake Horse Power MZ Multizone Unit CD Ceiling Diffuser Mm Moduline - Master CFM Cubic Feet per Minute Ms Moduline - Slave CL Center Line NA Not Applicable CRAC Computer Room Air Conditioner NAC Not Accessible CUH Cabinet Unit Heater NG Not Given DD Direct Drive NIC Not in Contract DP Differential Pressure OA Outside Air EC Evaporative Cooler P Pump EF Exhaust Fan PSI Pounds per Square Inch EG Exhaust Grille RA Return Air EGRD Exhaust Grille/Register/Diffuser RD Round Diffuser EH Electric Heat RF Return Fan / Relief Fan EHE Electric Heating Element RG Return Grille ERV / ERU Energy Recovery Unit RGRD Return Grille/Register/Diffuser ESP External Static Pressure RH Relief Hood FCU Fan Coil Unit RL Running Load FH Fume Hood RPM Revolutions per Minute FPB Fan Powered Box RTU Roof Top Unit FPM Feet per Minute SF Supply Fan FP VAV Fan Powered Variable Air Volume SGRD Supply Grille/Register/Diffuser Ft Feet SP Static Pressure Ft Hd Feet of Head SR Supply Register FUR Furnace SW Sidewall Grille GH Gas Heat TF Transfer Fan GPM Gallons per Minute TR Troffer HP Heat Pump Trav Traverse HX Heat Exchanger UH Unit Heater HP Horse Power UTO Unable to Obtain Hz I Hertz JVAV Variable Air Volume i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: � -,, C-- Job Address: Ci I Permit Number: b r 0 1 C � `> ❑ No one available for inspection: Time-�_ AM/PM Re -Inspection required: Yep No When corrections have been made, schedule for re -inspection online at: http✓/www, ci. wheatridge. co. uslinspection Date:' t-)- Inspector: ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _1�9� INSPECTION NOTICE Inspection Type: V03 K._kvd F la- JobAddress: Ekti-Lji, Permit Number: 4011WO!CJT� + I'D v1 V-0 S j;�l SSS CAP,d Ss,;Hed of T tLl 7,M jv1 ❑ 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. usrinspection �y Date: / Inspector:` DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE \ cv, Inspection Type:" ` ` .� +� M 1 CC. Job Address: \ CA V") Permit Number: D U Ct G U 14 (� G1� { / � 1 r\ iC- � r � 1 a-•�t C fir;;••" 4 i `e F n `S Sirrtnnrr —'S: n L(_ e -<r o P C q I f u 1 ❑ No one available for inspection: Time `:��i IJ AM/PM Re -Inspection required: Ye st 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 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Cin e C. Job Address: G� �� + A) Permit Number: Vic) rd t ( y 0" ) ❑ No one available for inspection: Time AM/PM Re -Inspection required: es No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: " I/ L� Inspector: ®O NOT REMOVE THIS NOTICE ��A41 Inspection Type: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Job Address: \ \ C-� i '� � n ___i (; }- Q AJ Permit Number: rX.) \ C', LSC -a' L) E a . V ❑ 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: e i 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: &D \C kb Q\ )'L 1 p!(l>>,.� i f - A f r'S d A C ❑ No one available for inspection: Time f AM/PM Re -Inspection requirecYes No When corrections have been made, schedule for re -inspection online at. httpYlwww. ci. whea tridge. co. uslinspection Date: k-) Inspector: -a 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: I ❑ No one available for inspection: Ti � M-7 M Re -Inspection required: Yes o When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.usVinspe n Date: Inspect r DO NOT REM&E THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: L_ WL Job Address: i 67c xl f�-- Permit Number: ❑ No one available for inspection: Re -Inspection required: Yes ITT When corrections have been made, schedule for re -inspection online at: http /, DatE t: architectural WORKSHOP July 19, 2019 City of Wheat Ridge Mr. Brian Tardif, Chief Building Inspector 7500 W. 291 Avenue Wheat Ridge, Colorado 80033 RE: 11913 West 1-70 Frontage Road North Hellman & Associates Building Addition Wall Type Clarification This letter is to clarify the specific wall type location and construction as it related to the Hellman Office Building TI construction document revision #2 dated 7-12-2019. The clarifications apply to two locations as outlined below: 1) The wall between the Open Office [103] / Kitchen [104] area and the Warehouse [109] is indicated as wall Type #4. For this location the framing can be 3-5/8" studs and does not require purple gyp bd each side. The current framing and gyp. Bd. is in compliance for the use of the building. 2) The wall that separates the men's restroom [107] / women's restroom [108] from the Warehouse [109] does not require purple board and will be sheathed with FRP. The above clarifications are in compliance with the intent of the building and meet current code requirements. Coto ofo Sincerely, _ Mark Bowers, AlA ty'EED AP MARK AL Principal BOWERS 305659 SFD ARCS 280 South Pennsylvania Street Denver Colorado 80209 303.788.1717 ph 303.788.1964 fx 41 CITY OF WHEAT RIDGE V, -A Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: C C J 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: Vi Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT - 201900402 PERMIT NO: 201900402 ISSUED: 05/07/2019 JOB ADDRESS: 11913 W I-70 Frontage Rd N EXPIRES: 05/06/2020 JOB DESCRIPTION: Tenant improvement - creating office space within warehouse - 1,175 sq ft total **REVISION: Revised wall in restrooms. No added valuation. *** CONTACTS *** OWNER (303)886-7402 HELLMAN HOLDINGS LLC GC (303)748-3637 Thomas Schnabel 070059 TSC Construction LLC SUB (720)261-9491 ADAM KING 150050 AR KING AIR SUB (303)667-0807 MARK DILL 180263 MED ELECTRIC SUB (303)423-5122 Alan J. Urban 120060 Alans Urban Plumbing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 7 / Open Space/Common Area BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 51,359.00 FEES Total Valuation 0.00 Plan Review Fee 484.67 Use Tax 1,078.54 Permit Fee 745.65 ** TOTAL ** 2,308.86 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. 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 Comm. Tenant Finish PERMIT - 201900402 PERMIT NO: 201900402 ISSUED: 05/07/2019 JOB ADDRESS: 11913 W I-70 Frontage Rd N EXPIRES: 05/06/2020 JOB DESCRIPTION: Tenant improvement - creating office space within warehouse - 1,175 sq ft total **REVISION: Revised wall in restrooms. No added valuation. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed n that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an 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 Arty 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. City of W heat I�jdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: Add to Permit # c•� 1 20IelC�DLf(Z Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: t / fe�d T 76 Property Owner (please print): Ile &H,44 ZY Property Owner Email: r_4 e (I ma 11 Mailing Address: (if different than property address) Address: City, State, Zip: �0 Phone: ®4 Z-4 (f yContact Person: v rk SC N e// Phone: Contractor: _5C Contractors City License #: Contractor E-mail Address: C e Phone: C f -I __" 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: OV, U r`Se l Sq. FULF Amps S i n Btu's Squares /^e-S7fd0At 5' Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 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. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: GGn /C1 y��,() Q/ SIGNATURE: ° DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Review PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ A i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: QC - u. A l i Sc ,� r Job Address: - 1 1 1 v 2 Permit Number: jo \ e\ 0 `i o a ❑ No one available for inspection: Time ''AM/PM Re -Inspection required: Yves'} No When corrections have been made, call for re -inspection at 303-234-5933 Date: t I ` > Inspector: DO NOT REMOVE THIS NOTICE t iti►I i 1 R.D. FRITZ CONSULTING ENGINEERS 6970 S. Holly Circle, Suite 100 Centennial, CO 80112-1066 (303)843-9077 FAX (303) 843-9078 April 30, 2019 Wheat Ridge Building Division 7500 W. 29`x' Ave. Wheat Ridge, Colorado 80033 RE: Hellman Building Addition- Construction Observations 11913 West I-70 Frontage Road North Wheat Ridge, Colorado 80033 Project no. 17-110 Dear Sir: Per �- ,IVFD During construction of the above project I made periodic site observations. I observed the caisson drilling and reinforcing on October 4, 2018 and on October 24, 2018. 1 observed the foundation wall reinforcing and the UFR 20 ft. rebar connection on October 19, 2018. I observed the masonry reinforcing steel on November 5, 2018 and again on November 30, 2018. I observed the roof steel frames on March 22, 2019. The caisson drilling and reinforcing, the foundation wall and UFR reinforcing, the masonry reinforcing and steel frames were all found to be acceptable and were approved by this office. If you have any questions concerning this letter, please call me at (303) 843-9077. Sincerely, � Z � l ea l rSa REG/ST QEAN,c'.� Robert D. Fritz, P.E.�?'o��, p 9'N : City of Wheat iid1ge Principals ° 13192 COMMUNITY DEVELOPMENT A :�, APPROVED • •.••••••.• �FrSSION Reviewed for Code Compliance \ Vlans ! .;?,.r Date Validity or P.•m­ 'nr nsuom c n; o p,rmrf or vauavd of Otom v, , and comparr✓i,.,: �, �, r•r. �! not be a ne rmrt (:.,man aPProval � . - ony OJthe p/oi, r on5 0f r',, nutldrng code Jr of any City are presuming to g,✓e outhortty to vr✓lote of cancel the provisrcr •4 Cates or other ordrnunces of the City shall not be vatld. � Z � l ea l rSa 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: fir' S Job Address: t ` _ �7 c a``\ kQ Permit Number: () \ �i c A o G J 6 ❑ No one available for inspection: Time (� ` AM/PM f' Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date: i ' 1 Inspector: 17D r DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: `\ c t Permit Number: U 0 \ U-) CA ❑ No one available for inspection: Time AM/PM Re -Inspection required: Y d No When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector:�u� 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 INSPECTION NOTICE Inspection Type: �fz4 ' n C _ Job Address: Permit Number: ❑ No one available for inspection: Time 1,V AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector:-} ti DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 1G1 1 '7 '�j Permit Number: to \ci 0 0 `l U -L_ ❑ No one available for inspection: Time LA 70 AM/PM Re -Inspection required: Yes Nrl1 When corrections have been made, call for re -inspection at 303-234-5933 Date: U ' ' �� 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:0? ^^�� Job Address: ! /_�/a �' ��. /•'_ice Permit Number: ❑ No one available for inspection: Time AMIPMM Re -inspection required:Y,s7No �. _) When corrections have been made, cor re -inspection at 303-234-5933 Date: �_{ i�2 ), %f Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE f Inspection Type: Job Address: i t Permit Number: ❑ No one available for inspection: Tim I'0 AM/PM Re -Inspection required: Yes No When corrections have been made, c 11 for re-inspectiozLat 303-234-5933 Date ( nspector:---`"� DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Addition PERMIT - 201801952 PERMIT NO: 201801952.' ISSUED: 09/24/2018 JOB ADDRESS: 11913 W I -70 -Frontage Rd N EXPIRES: 09/24/2019 JOB DESCRIPTION: Expansion of current building; 900 sq ft **REVISION: Revised parking lot layout and concrete grade. No added valuation. *** CONTACTS *** OWNER (303)886-7402 HELLMAN HOLDINGS LLC GC (303)748-3637 Thomas Schnabel 070059 TSC Construction LLC SUB (303)667-0807 Mark Dill 180263 MED ELECTRIC SUB (303)423-5122 Alan J. Urban 120060 Alan Urban Plumbing SUB (303)841-0211 William Procell 180304 Air Comfort York, Inc. *** PARCEL INFO *** ZONE CODE: PID / Planned Ind. Develop USE: UA / Unassigned SUBDIVISION CODE: 7 / Open Space/Common Area BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 390,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,951.66 Use Tax 8,190.00 Permit Fee 3,002.55 Engin. Review Fee 700.00 ** TOTAL ** 13,844.21 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. 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. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. **All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 1250 of the cost of the installation shall be required.** Site signage will require separate permits (for future tenants). City of Wheat Ridge Commercial Addition PERMIT - 201801952 PERMIT NO: 201801952 ISSUED: 09/24/2018 JOB ADDRESS: 11913 W I-70 Frontage Rd N EXPIRES: 09/24/2019 JOB DESCRIPTION: Expansion of current building; 900 sq ft **REVISION: Revised parking lot layout and concrete grade. No added valuation. 'b y 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 authorize? to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this 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 maybe subject to a fee equal to one-half of the originalpermitfee. 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 Official Chief Building Ocial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The is~ce orgranti f a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any appl a co a or an dinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heatdgc COMMUMTY DEVELQI jNT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 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: f / % G�1.'- `?U �� t� ��► Property Owner (please print): R y4 Ari IA(L11,_,,4 A„ Phone: `36 3- �' ','qOC Property Owner Email:, Mailing Address: (if different than property address) Address: Z�-- Ste, r� Com, State, Zip: Contact Person: t< r .t� Phone: 3&3 Contractor: -75C (-C'1-6Jll Contractors City License #: Contractor E-mail Address: Phone: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Sq. FtILF 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) O'*i'NER/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: y ✓ TI L' I ij _ SIGNATI:RE: // DATE: (�e WIT 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: S 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 " f��_ Job Address: I kCk k C -OLD -r-- :2FD Permit Number: J ep WZ - ❑ No one available for inspection: Time Re -Inspection required: Yes (No:,) When corrections have been made,Vre-inspection at 303-234-5933 Date' � nspec� DO NOT REMbE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: t- 1 Ci ❑ 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: ` `� C` 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:, U r`^ Job Address: \ Permit Number: 1 h 1 1 r ❑ No one available for inspection: Time `�' AM/PM f Re -Inspection required: Yes Nom When corrections have been made, call for re -inspection at 303-234-5933 Date: ' Inspector: DO NOT REMOVE THIS NOTICE City of W heat midge COMMUNriY DEVELOPMENT Building & Inspection Services Division 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cD-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 5/n Il I Add to Permit # 901 q Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: ll 9 C 3 GJ -Z7-1)o -.- -," (?,J /i/ Owner Phone: 303-- M.�?tK)'Z Property Owner Email: s ems. • i �� r t . r Mailing Address: (if different than property address) Address: City, State, Zip: Submitting Company: 4ll"'7(n )' )dll?I-LC, Contact Person: i "Uc -/ Phone: �?U 3 -�- Contractor: C, (c,n5L ,,,,' Contractors City License #: Phone: -30 3 ? - 3 L rim Contractor E-mail Address: s C C V\ k -e Is- C 0' 0 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: S&,,4 -Lr 2., c5 teA Sq. Ft./LF Amps Btu's Squares V, � 4 �, L,, y -J- C- � �, ICU Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. ' CIRCLE ON (OWNE)R (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: G `1-n vi SIGNATURE: DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: 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 Building Division Valuation: $ ! I t 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: SPU �1�e Job Address: i ��1 1 4M k-) Permit Number: V moi. i rr n l t � ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:-", 1 q 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: �, U Job Address: 1 11 W -T_ tc,r�thr t .� C, Permit Number: „7C) C1 `> 11 . 'r, r%- ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes N, 6 When corrections have been made, call for re -inspection at 303-234-5933 Date: � I N ' Inspector: E DO NOT REMOVE THIS NOTICE ' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Comm. Tenant Finish PERMIT - 201900402 201900402 11913 W I-70 Frontage Rd N Tenant improvement - creating office total ISSUED: 05/07/2019 EXPIRES: 05/06/2020 space within warehouse - 1,175 sq ft *** CONTACTS *** FEES Total Valuation OWNER (303)886-7402 HELLMAN HOLDINGS LLC 484.67 Use Tax GC (303)748-3637 Thomas Schnabel 070059 TSC Construction LLC SUB (720)261-9491 ADAM KING 150050 AR KING AIR SUB (303)667-0807 MARK DILL 180263 MED ELECTRIC SUB (303)423-5122 Alan J. Urban 120060 Alans Urban Plumbing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 7 / Open Space/Common Area BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 484.67 Use Tax 1,078.54 Permit Fee 745.65 ** TOTAL ** 2,308.86 *** COMMENTS *** PROJECT VALUATION: 51,359.00 *** CONDITIONS *** All roughs to be done at Framing Inspection. 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 Comm. Tenant Finish PERMIT - 201900402 PERMIT NO: 201900402 ISSUED: 05/07/2019 JOB ADDRESS: 11913 W I-70 Frontage Rd N EXPIRES: 05/06/2020 JOB DESCRIPTION: Tenant improvement - creating office space within warehouse - 1,175 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 theproperty 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 legally authorized to include all entities named within this document as parties to the work to be performed and th all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of 6WNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3, If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Ke. City cif Ihetj�d Commu,',llTr DEVELOPW T,ge Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us I FOR OFFICE USE ONLY Date: O 1 I. Plan/Permit Plan Review Fee: � � C.� / 1 J P Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: .1119 / -� 6, —'r_—�)Q �� c �-�-� (W 0 Prot)ertv Owner Property Owner Email: b't�c.h6T celi n Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: , State, Phone: �(}` Arch itect/Enaineer: t( C' i -�R r-- Architect/Engineer E-mail: 00e r✓v-- e- a C.k Silo , �Gvlphone: Contractor Name: -TS C C o ns� -C� l v n I LLC City of Wheat Ridge License #: f 9 Phone: 0 Contractor E-mail Address:- e. C �-n 62 G n � �S G Yz'1 N - c_c>rYl For Plan Review Questions & Comments (please print): CONTACT NAME (please print):&, _Je_ n _))Gc; V Phone: CONTACT EMAIL(p/ease print): }C�p Q -C. t C\G �-1 Sy/) LU 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 ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. Ft./LF /, l'� BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural � �' I -(12) For Commercial Projects Only: Occupancy Type:Construction Type: j�jj Occupancy Load: Square Footage: s , Project Value: (Contract va ue 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): DATE: Printed Name:4 DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: " !. Reviewer: BUILDING DEP MEN OMME S: f�r � ' 0- %(I . / � © -- H3--11 3•-11 �� Reviewer: / �/ { 3 >t[ta - Sl ,359 PUBLIC WORKS COMMENTS: O ek Reviewer. it� Building Division Valuation: "� City of Whcatldge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 1.19 13 Z4, 1'20 Permit#: �n �� a f2c+� General Contractor;Lam!_ Electrical Sub -Contractor n 1 �. Compan- Name: a l" --k ��Ue� t!c�� 5 Phone #• ?; State License #: ':Master #• Wheat Ridge License #: (required field) Signature of Authorized Agent Date Plumbing; Sub -Contractor Compant• \ame:l,�)��u , Phone #: 7.2D State License #: 0902 4a(, Master #:i9Qf 7 8 g �� Whea d e License #: 1 p`3.(ZQ foQ (required field) A Signature 4Authorized Agent Date Mechanical Contractor Company Dame:Lrynt i a 1G� t� nr Phone: 33 - Wheat 3 - Wheat Ridge License #: (required field) Signature of Authorized Agent Date I*� A 4 City of Wh6at.P,,.,j,.,.d9e COMMUNITY DEVELOPT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. 1, Project Address: `o ~ #:_aovqon General Contractor: Electrical Sub -Contractor Company Name: t'Yl � e Phone #: 7 Zo '�"•' State License #: USC'SSIl V Master �26o'S field) (required Wheat Ridge License #: �__, Signature of Authorized Agent Date fSub-Contractor Plumbing k Phone #- Company Name• Master #• State License #• "` y (required field) Wheat Ridge License #: ,z Signature of Authorized Agent Date Mechanical Contractor Phone: Company Name• (required field) Wheat Ridge License #• Date " Signature of Authorized Agent I miry of '� Wh6at idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: `70 Permit #: General Contractor: Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Plumbing Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Mechanical Contractor Phone #: Master #• (required field) Date Phone #: Master #• _(required field) Date Company Name: Phone: 30'3- 4 / S C-/ J, j Wheat ge Lice a #: ��i�f ; (required field) Si nature o f Aut or' Agent Date 3/7/2019 AFPD Permit # 180604004 2 messages Hellman and Associates Mail - AFPD Permit # 180604004 Ryan Hellman <rhellman@ehscompliance.com> Steven Parker <steven.parker@arvadafire.com> Thu, Mar 7, 2019 at 10:18 AM To: "rhellman@ehscompliance.com" <rhellman@ehscompliance.com> Ryan, As discussed on the phone we have received your plans for the TI at 11913 W. 1-70 Frontage Road. Provide this to the COWR Building Department for verification that we have received the plans. If you have any other questions feel free to contact me. Steven Parker Fire Marshal Arvada Fire Protection District 7903 Allison Way Arvada, CO 80005 303-403-0477 www.arvadafire.com Ryan Hellman <rhellman@ehscompliance.com> To: Steven Parker <steven.parker@arvadafire.com> Thank you for your assistance. Kind Regards, Ryan Ryan Hellman Hellman & Associates, Inc. 11913 W 1-70 Frontage Rd N Wheat Ridge, CO 80033 303.384.9828 office 303.886.7402 cell rhellman@ehscompliance.com Thu, Mar 7, 2019 at 11:10 AM https://mail. google.com/mail/u/0?ik=610eb482f4&view=pt&search=all&permthid=thread-f%3A1627368059365906676&simpl=msg-f%3A16273680593... 1/2 cec Software Version 4.1.1.0 oas 3p//l Mechanical Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: 11913 W 1-70 Frontage Road North Wheat Ridge, CO 2015 IECC HELLMAN OFFICE TI Wheat Ridge, Colorado 5b Alteration Owner/Agent: Designer/Contractor: Rex Winquest DMCE Lakewood, CO Mechanical Systems List Quantity System Type & Description 1 HVAC System 1 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 120 kBtu/h Proposed Efficiency = 92.00% Et, Required Efficiency: 80.00 % Et or 78% AFUE Cooling: 1 each - Split System, Capacity = 60 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: Low Capacity Residential Proposed Efficiency = 16.00 SEER, Required Efficiency: 13.00 SEER Fan System: FAN SYSTEM 1 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply, Constant Volume, 2200 CFM, 0.8 motor nameplate hp, 90.0 fan efficiency grade 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 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. V4040 ScMos5, PF q 7qa 4 /1 Q/0 ir-1— Name - Title Signature Date Project Title: HELLMAN OFFICE TI Report date: 02/28/19 Data filename: J:\DMCE PROJECTS\2019\9012 - HELLMAN TI\LOAD CALCS\9012.cck Page 1 of 9 V .O 0049510 r 4J S" _ S/ONA� � Ridge rB,fldina Project Title: HELLMAN OFFICE TI Report date: 02/28/19 Data filename: J:\DMCE PROJECTS\2019\9012 - HELLMAN TI\LOAD CALCS\9012.cck Page 1 of 9 COMcheck Software Version ®1.1.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% 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 Review Complies? Comments/Assumptions C103.2 Plans, specifications, and/or ❑Complies [PR2)1 calculations provide all information ❑Does Not ..with which compliance can be ❑Not Observable determined for the mechanical ❑Not Applicable systems and equipment and document where exceptions to the standard are claimed. Load 'calculations per acceptable engineering standards and handbooks. Additional Comments/Assumptions: High Impact (Tier 1) ; 2 Medium Impact (Tier 2) Project Title: HELLMAN OFFICE TI Data filename: J:\DMCE PROJECTS\2019\9012 - HELLMAN TI\LOAD CALCS\9012.cck City of Low Impact (Tier flktgIQP(G8/j9 ge 2 of 9 # Footing / Foundation Inspection & RegJD C403.2.4. Snow/ice melting system sensors for 5, future connection to controls. Freeze C403.2.4. ; protection systems have automatic 6 controls installed. [F09]3 Additional Comments/Assumptions: Complies? ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable Comments/Assumptions City of High Impact (Tier 1) j 2 ! Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3 Project Title: HELLMAN OFFICE TI Rkport date: Data filename: J:\DMCE PROJECTS\2019\9012 - HELLMAN TI\LOAD CALCS\9012.cck \Bp%pg # & Req.ID Plumbing Rough-in Inspection Complies C404.5, _ Heated water supply piping conforms ❑Complies �C404.5.1, to pipe length and volume ❑Does Not C404.5.2 requirements. Refer to section details. ❑Not Observable' [PL6]3 ❑Not Applicable ...._......_...._....... ... ............ C404.6.3 .._....__...._............ .........._....._.... ...... ...................... .._.._.......... ........... ..................... ....................... Pumps that circulate water between a❑Complies :..............._....__............._................... _._..__....; [PL7]3 heater and storage tank have controls ❑Does Not that limit operation from startup to [:]Not Observable <= 5 minutes after end of heating ❑Not Applicable cycle. C404.7 Water distribution system that pumps❑Complies [PL8]3 water from a heated-water supply []Does Not pipe back to the heated-water source Observable through a cold-water supply pipe is a❑Not ❑Not Applicable demand recirculation water system. Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold-water piping to 104 ° F. Additional Comments/Assumptions: h Impact (Tier 1) 2 Medium Impact (Tier 2) Project Title: HELLMAN OFFICE TI Data filename: J:\DMCE PROJECTS\2019\9012 - HELLMAN TRLOAD CALCS\9012.cck Comments/Assumptions City of Wheat Ridge Low Impact (Tieg Divison; R port,date%2/28/19 Page 4 of 9 Section # Mechanical Rough -In Inspection Complies? Comments/Assumptions & Req.ID _ C402.2.6 Thermally ineffective panel surfaces of ❑Complies [ME41]3 sensible heating panels have ❑Does Not insulation >= R-3.5. '❑Not Observable: ❑Not Applicable ... -...... ..._........ C403.2.13 .... __ ........ _ ......... . ...................... ....... Unenclosed spaces that are heated ......... ............. ....................... -.... ❑Complies [ME71]2 use only radiant heat. ❑Does Not ❑Not Observable ❑Not Applicable C403.2.3 ' HVAC equipment efficiency verified. ❑Complies See the Mechanical Systems list for values. [ME55]2 ❑Does Not []Not Observable ❑Not Applicable C403.2.6. Demand control ventilation provided ❑Complies 1 for spaces >500 ft2 and >25 ❑Does Not [ME59]1 people/1000 ft2 occupant density and ❑Not Observable' served by systems with air side ❑Not Applicable economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. C403.2.6. Enclosed parking garage ventilation ❑Complies 2 has automatic contaminant detection❑Does Not [ME115]3 and capacity to stage or modulate Observable fans to 50% or less of design capacity.❑Not ❑Not Applicable C403.2.7 Exhaust air energy recovery on ❑Complies [ME57]1 systems meeting Table C403.2.7(1) ❑Does Not and C403.2.7(2). I❑Not Observable ❑Not Applicable _..........--............---...__.._.........._._.........._.._.._.._........_....__ C403.2.8 ..............._..........................._.................._..........................- Kitchen exhaust systems comply with ............................................... --............_...._......._......_........................_...._._............_._.............__....-.........._...._................_...._....._..::..........................._.._....._.....-..................._._.._...-............-......_......... ❑Complies [ME116]3 replacement air and conditioned ❑Does Not supply air limitations, and satisfy hood ❑Not Observable'. rating requirements and maximum ❑Not Applicable exhaust rate criteria. C403.2.9 HVAC ducts and plenums insulated. ❑Complies [ME60]2 Where ducts or plenums are installed❑Does Not in or under a slab, verification may ❑Not Observable' need to occur during Foundation ❑Not Applicable Inspection. C403.2.9 Ducts and plenums sealed based on ❑Complies — — [ME10]2 static pressure and location. ❑Does Not .[:]Not Observable'. .❑Not Applicable _ _...-------. C403.2.9. _.............................._.......__............_._......................._....._........._.._......_.......__........._........... Ductwork operating >3 in. water ....... ........_............................................. ............... ........................ _..................... ................... _... _... ..._............ ....................._................................. ......_............... _.......................... _........................ ................. ❑Complies 1.3 column requires air leakage testing. ❑Does Not [ME11]3 ;❑Not Observable ❑Not Applicable C403.4.4. Multiple zone VAV systems with DDC ❑Complies See the Mechanical Systems list for values. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls. ❑Not Observable ❑Not Applicable C408.2.2. Air outlets and zone terminal devices ❑Complies 1 have means for air balancing. ❑Does Not [ME53]3 ❑Not Observable ❑Not Applicable City of High Impact (Tier 1) 1 2 i Medium Impact (Tier 2) 3 1 Low Impact (T r ea: Ridge Project Title: HELLMAN OFFICE TI" an 0728/19 Data filename: J:\DMCE PROJECTS\2019\9012 - HELLMAN TI\LOAD CALCS\9012.cck Page 5 of 9 Section #Mechanical Rough -In Inspection Complies? Comments/Assumptions & Req.ID C403.5, Refrigerated display cases, walk-in ❑Complies C403.5.1, coolers or walk-in freezers served by ❑Does Not C403.5.2 remote compressors and remote ❑Not Observable [ME123]3 condensers not located in a ❑Not Applicable condensing unit, have fan -powered condensers that comply with Sections C403.5.1 and refrigeration compressor systems that comply with C403.5.2.. Additional Comments/Assumptions: High Impact (Tier 1) Medium Impact (Tier 2) 1 3 I Low Impact (Tier 3) City of Wheat Ridge Project Title: HELLMAN OFFICE TI Report; 02/2 Data filename: j:\DMCE PROJECTS\2019\9012 - HELLMAN TI\LOAD CALCS\9012.cck Page 6 of 9 Section # i Final inspection Complies? Comments/Assumptions & Req.ID i C303.3, Furnished O&M manuals for HVAC ❑Complies C408.2.5. systems within 90 days of system ❑Does Not 3 [FIS]3 acceptance. ❑Not Observable' ❑Not Applicable ...... ................. _.._............. C403.2.2 ........._............_........_.............................. ......................... ......... ........................ --- .._.......... .............................................. HVAC systems and equipment .._........_............................ :................................ ......_.................... .......... _...................... _....... _.................................................. _..._.._.......... _....._............. _..... ................ ....._._. ❑Complies [FI27]3 capacity does not exceed calculated ❑Does Not loads. ❑Not Observable !. ❑Not Applicable C403.2.4. Heating and cooling to each zone is ❑Complies 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' 1.2 deadband. ❑Does Not [FI38]3 ❑Not Observable ❑Not Applicable C403.2.4. Temperature controls have setpoint ❑Complies 1.3 overlap restrictions. ❑Does Not [FI20]3 ❑Not Observable ❑Not Applicable C403.2.4. 'Each zone equipped with setback ❑Complies 2 controls using automatic time clock or ❑Does Not [FI39]3 programmable control system. ❑Not Observable ❑Not Applicable ......_...._.._..._......_.................................................... .........-----.............._................................................................................................_............. C403.2.4. ................:............_ Automatic Controls: Setback to 55°F .... ..... __... _._................................. _.............. ....._..........._...:.......................... _.... .......... .- ... __.._........... ❑Complies 2.1, (heat) and 85°F (cool); 7 -day clock, 2 -❑Does Not C403.2.4. hour occupant override, 10 -hour ❑Not Observable' 2.2 [F140]3 backup ❑Not Applicable C403.2.4. Systems include optimum start ❑Complies 2.3 controls. ❑Does Not [F141]3 ❑Not Observable' ❑Not Applicable C408.2.1 Commissioning plan developed by ❑Complies _ [17128]1 registered design professional or ❑Does Not approved agency. ❑Not Observable'. ❑Not Applicable C408.2.3. HVAC equipment has been tested to ❑Complies 1 ensure proper operation. ❑Does Not [FI31]1 ❑Not Observable ❑Not Applicable C408.2.3. HVAC control systems have been ❑Complies 2 tested to ensure proper operation, ❑Does Not [FI10]1 calibration and adjustment of controls. ❑Not Observable ❑Not Applicable C408.2.4 Preliminary commissioning report ❑Complies [F129]1 completed and certified by registered !❑Does Not design professional or approved ❑ Observable .agency. ,Not ❑Not Applicable Oily of h Impact (Tier 1) ( 2 1 Medium Impact (Tier 2) Project Title: HELLMAN OFFICE TI Data filename: JADMCE PROJECTS\2019\9012 - HELLMAN TI\LOAD CALCS\9012.cck Wheat Ridge Low Impact (Tier 3) Reporte: 02/ 19 Page 7 of 9 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C408.2.5. Furnished HVAC as -built drawings ❑Complies 1 submitted within 90 days of system ❑Does Not [FI7]3 acceptance. i❑Not Observable' ❑Not Applicable :.................................. ............ ..... -............. _._..... C408.2.5. .... - ............ _............_.......... An air and/or hydronic system ....................................... ....... _.......................... ..._........... ........... -....... _...._... _................... __....................... ............. _.... ............. _..... _................ _......... .._....... _.............. .._............_.:_._::....... ❑Complies 3 balancing report is provided for HVAC ❑Does Not [F143]1 ;systems. ❑Not Observable ❑Not Applicable C408.2.5. Final commissioning report due to ❑Complies 4 : building owner within 90 days of ❑Does Not [FI30]1 receipt of certificate of occupancy. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: City of Wheat edge 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: HELLMAN OFFICE TI Report date: 28/19 Data filename: J:\DMCE PROJECTS\2019\9012 - HELLMAN TI\LOAD CALCS\9012.cck Page 8 of 9 City of Wheat Ridge ilding Divison Project Title: HELLMAN OFFICE TI Report date: 02/28/19 Data filename: J:\DMCE PROJECTS\2019\9012 - HELLMAN TI\LOAD CALCS\9012.cck Page 9 of 9 i CITE( OF`WHEAT RIDGE Buildir� inspection DMNIOn (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ��� �j Job Address: GN 'CL -T-) `NJ Permit Number: G 0 � , \ c t i �; '�, : ► � � ' ; :.. ,!_� ,� its':: � � (j ❑ 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 �� ` Inspector DO NOT REMOVE THIS NOTICE "*� 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: 1901 Led Vrijcl Job Address: ! /9/3 W 1-70 Fro., 7Lr, 4'1 Permit Number: ❑ No one available for inspection: Time�' f %� AM/PM %1 Re -Inspection required: Yes No,; When corrections have been made, call for re -inspection at 303-234-5933 Date:1 � / Inspector: Ill 1 DO NOT REMOVE THIS NOTICE 3 i CITY OF WHEAT RIDGE 136ilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 119-S-- ` —�en, Gil lls P s-�. Lehr Job Address: 1) 61 13 W —F--70 IV Permit Number: _ a o l g b i 9 Sa 4-'IfCiSC SUbhii.- nee r leiter -f-or` cet�SSonS_ �fibM, yyeh!�r f �rl2�net�r le -ter` -t`o i- S -,Le vn W Ci )lc ai 45�)c► r /'i .�5 � ncr3_o,��. dvl�3 ,n5c on o� iY1,' - Yyc�ls © -P C in 0 ❑ No one available for inspection: Time 4 9 Al/PM Re -Inspection required: Yes to When corrections have been made, call for re -inspection at 303-234-5933 Date: /o r Ad 4 /S Inspector: 'b DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -901- 'E)e c - Cr,0 )e Can civ, 4 Job Address: 1191-3 b l -7---7o ��� 9e Od Al Permit Number: -3 0 1$ 0 1 9 s -.G ❑ No one available for inspection: Tirrie- 4 /PM Re -Inspection required: Ye`�N When corrections have been made, call. Mr' a ipspection at 303-234-5933 DatV w (2 -Inspector. / DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Addition PERMIT - 201801952 PERMIT NO: 201801952 ISSUED: 09/24/2018 JOB ADDRESS: 11913 W I-70 Frontage Rd N EXPIRES: 09/24/2019 JOB DESCRIPTION: Expansion of current building; 900 sq ft *** CONTACTS *** OWNER (303)886-7402 HELLMAN HOLDINGS LLC GC (303)748-3637 Thomas Schnabel 070059 TSC Construction LLC SUB (303)667-0807 Mark Dill 180263 MED ELECTRIC SUB (303)423-5122 Alan J. Urban 120060 Alan Urban Plumbing SUB (303)841-0211 William Procell 180304 Air Comfort York, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 7 / Open Space/Common Area BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 390,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,951.66 Use Tax 8,190.00 Permit Fee 3,002.55 Engin. Review Fee 700.00 ** TOTAL ** 13,844.21 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. 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. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. **All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 1250 of the cost of the installation shall be required.** Site signage will require separate permits (for future tenants). PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Commercial Addition PERMIT - 201801952 201801952 ISSUED: 09/24/2018 11913 W I-70 Frontage Rd N EXPIRES: 09/24/2019 Expansion of current building; 900 sq ft do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorlized of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with r att at I m legally authorized to include all entities named within this document as parties to the work to be at e performed is disclosed in this docuiAent entities its' accompanying approved plans and specifications. —_A , gnkture QV' OWER or CONTRACTOR (Circle one) Date This permit was issued based on the information provided in th ppermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all appli ble statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. Th, .. ance or gran of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap i le de or ordinance or regulation of this jurisdiction. Approval of work is subject to f any inspection. p„ 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 fjdge MUNITY 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: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: //9 Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner Property Owner Email; Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, "Lip: Phone: Architect/Engineer E-mail: K br-c y—chSG� n� �Cr M Phone: '3C. Contractor: I 5 C Co u �iy I.t At t(14 . � L6, City of Wheat Ridge License #: (-7 ()d16 Phone: t30 Contractor E-mail Address: S C r 0 04 00 L3 ('If S �'1 141:5 -1 C n L-0 For Plan Review Questions & Comments (please print): CONTACT NAME (please print): k e i?y" B e C Phone: J 0 . -2 t CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: `+t- f� W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Mechanical. S D W.R. City License # 0 1ACOMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. iP a vl s G v t cF C a v y'ey-�f h v l` t J (` r) I I b (.c.' u �' t t ci c t,� ►� i 1 `t y p1 ct kit— j 5 -FoGi r c i' J `) ( ( 014 S`t l- LA c f t` G o j S do G 0 0 � r VI .l G `� �1 `E' r Vt el I hire bs to IV`E -,el`e criCca Sq. FULF qoo S I - BTUs Amps Squares Commercial Projects Only: Occupancy Type: _L Vv> a 5 u n r f Ci V1 �� ,P ( tc itl `� �' y-7 Gallons Construction Type: ft—ff 6 Project Value: (Contract value or the cost of all materials and labor included in the entire project) 3 C() , 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. I, the applicant for this building permit application, warrant the truthfulness of the info a remKovided on the application. CIRCLE ONE: (OWNER) ( ONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: Printed Name: . k I law :�4411 a DEPARTMENT USE ONLY ZONINGCOMMMENTS: Sl� Ttyx 113VmmM. OCCUPANCY CLASSIFICATION: St(U/(X, Reviewer: CONSTRUCTION TY • 6 BUILDING DEPARTMENT COMMFATS: aJ Reviewer: PUBLIC WORKS COMMENTS: !) ,?l'aE�C,-7 tjtjjorr p a- 94P -/-/A/&0 517E i` ��.,�� �, Td P�ir�r �riNT A0� Reviewer: 2) A P%Z41t l r Gop-T-Ir-lc r-ic, S D (- LE77'�p- �yDL-L p15 �'p_ Building Division Valuation: ) V�n�/ R.D. FRITZ CONSULTING ENGINEERS 6970 S. Holly Circle. Suite 100 Centennial, CO 80112-1066 (303)843-9077 FAX (303) 843.9078 August 2, 2018 Wheat Ridge Building Division 7500 W. 29th Ave. Wheat Ridge, Colorado 80033 ?.D�� :trD1952 AUG 0 3 1.018 QE' CL -- RE: Hellman Building Addition 11913 West I-70 Frontage Road North Wheat Ridge, Colorado 80033 Project no. 17-110 Plan Check no. 201801952 Dear Sir: This letter is our response to your Plan Review Corrections Notice (no date) for the above project by Plan checker Hiep Tran/CAA and received on July 25, 2018. Our paragraph numbers correspond to the paragraph numbers on your letter. General 1. I have revised our General Notes to reflect The IBC 2015 design values used by Braemar Building Systems, including 115 mph wind speed and 30.6 wind pressure. a. I have provided calculations for the #5 rebar laps in concrete. 2. Codes: a. I have added the IBC 2012/2015 reference in the General Notes. 3. Material Specifications on the plans: a. Special Inspection. I will provide periodic special inspections during construction of the above project. This will include rebar inspections for concrete and masonry including caissons. The steel framing will be inspected by the "Turn of the Nut" method of checking the steel connections. I will also provide a letter for the inspections. Foundation 4. I have provided calculations for the grade beams which support only the masonry wall and not the roof. The load from the roof is centered on the pilaster/caisson and is not eccentric. 5. The load capacity of the caissons is on page 5 of our calculations submitted with this response letter. Comments 6. The cross bracing and details of the roof diaphragm are shown on the Braemar drawing sheet E2. 7. Details 1/S3 and 3/S3 show the 4" veneer. The 4" veneer is cast in with the masonry block and is one piece. No Additional support is required for the 4" veneer. See letter from Atkinson -Noland dated August 1, 2018 attached to this letter. 8. I reviewed the weight of the masonry block and it is 61 psf (not 55 psf) including the grout. The design software we use will not allow us to revise the weights of the standard masonry block weights. The additional 6 psf will reduce the tension in the masonry block making the design conservative. 9. Detail 5/S3 is a conceptual detail. See Braemar drawing sheet E5. 10. Detail 6/S3. The anchor bolt and base plate calculations are in the Braemar drawings and calculations. See pages 64 and 65 of the Braemar calculations. 11. Detail 7/S3. I have analyzed the structural pull out forces in the MC10x22 channel and the design is included in our supplemental calculations submitted with this response. If you have any questions concerning this letter, please call me at (303) 843-9077. Sincerely, -6-k-k Obert D. Fritz, P Principal Enclosure .o 13192 August 17, 2oi8 Mr. Tom Schnabel TSC Construction/RBlock 5497 Zang Court Littleton, CO 8o127 303-748-3637 tsccompanies@msn.com Dear Mr. Schnabel At your request, I am writing this letter to clarify a construction question regarding the use of RBlock concrete masonry units (CMU). The RBlock units have an integral veneer element that provides for a greater R -Value than conventional CMU. The RBlock unit can be placed over nominal 8 -inch CMU foundation walls as long as there is minimal vertical reinforcing in the walls. This could be as little as #4 reinforcing bars at 48 inches on center or any other combination of larger bars and shorter on -center spacing. In my opinion, when the RBlock walls are thus reinforced, the nominal 4 -inch veneer portion of the unit can overhang the foundation walls without being fully supported. This is consistent with Detail i on Sheet S3 prepared by R. D. Fritz Consulting Engineers. Sincerely, R � i tA�ir_.:4l� t / City of ` Wheat Ridge wilding Divisan August i, 2oi8 Mr. Tom Schnabel TSC Construction/RBlock 5497 Zang Court Littleton, CO 803-27 303-748-3637 tsccompanies@msn.com Dear Mr. Schnabel At your request, I am writing this letter to clarify a construction question regarding the use of RBlock concrete masonry units (CMU). The RBlock units have an integral veneer element that provides for a greater R -Value than conventional CMU. The RBlock unit can be placed over nominal 8 -inch CMU foundation walls as long as there is minimal vertical reinforcing in the walls. This could be as little as #4 reinforcing bars at 48 inches on center or any other combination of larger bars and shorter on -center spacing. Sincerely, 45 David B. Woodham, P.E. Permit application accepted - Arvada Fire Protection District Inbox NoReply to me 12=53 PM view details Your permit request for Hellman Building at 11913 West Interstate 70 Frontage Road Wheat Ridge, CO 80033 has been accepted. Plans are reviewed in the order they are received. The approximate review turnaround time is 2 weeks. There are No expedited reviews. The Job Number is: 180604004 Description: complete planned expansion of approximately 5,000 en ft Mntr%hinry cavictinrt hlnr%ie 2 City of Wheat R,�dgc CITY OF WHEAT Rf9GE BUR DING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8002 p. 303.235.2855.f 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 for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: (.o Z5/1 / 1 Project Address: 111:),[ Name of Firm/Individual submitting documents: Project Type/Description: Pt dp%Ksed -e 6I)100 -Ce`2.t !nnn tI14 Signature of Firm Representative or Individual: h-e,,,:k; v Litt c[vvua> a 1 ghA��'5LLC JC tiLS �o to a r YYtGL `t✓ DO NOT WRITE BELOW THIS POINT - I, j4"'5 lyl - am a and do, by my signature below, hereby acknowiedg the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: 'K �twLz HY 1 C MV q ONLY iorzed representative of the agency indicated below of documents necessary for review and approval of o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Email: 14 'S-/ . %-71-7`" MARTIN/MARTIN CONSULTING ENGINEERS June 6, 2018 Patti Townsend Hellman & Associates, Inc. 11913 1-70 Frontage Rd. Wheat Ridge, CO 80033 Email: ptownsend@ehscompliance.com Re: Fruitdale Sanitation District — 11913 W. 1-70 Frontage Rd. Martin/Martin, Inc Project No.: 130053.C.01 Dear Ms. Townsend, On behalf of the Fruitdale Sanitation District (FSD), Martin/Martin Inc., acting as the District Engineer, offers the following in response to the requested proof of submission dated June 5th, 2018 concerning construction documents for a proposed building addition at the above referenced address. The Fruitdale Sanitation District has no objections with the plans conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. All Standards, Rules, and Regulations of the District are to be adhered to. The subject lot is entirely within the service and boundary area of the Fruitdale Sanitation District. Treatment of sewage generated within the Fruitdale Sanitation District is provided by Metro Wastewater Reclamation District. Existing District Sanitary Sewer Mainline(s) Fruitdale Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: • 8 -inch mainline running west to east, south of the referenced property within a private road. • 8 -inch mainline running north to south, east of the referenced property within Tabor St. It appears the property may be serviced by gravity flow; however, the homeowner/developer is responsible for determining horizontal locations and vertical 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. Each separate building is required to have a separate sanitary sewer service with an independent connection to the District main. If the proposed addition requires an upsizing of the existing water meter, additional sewer tap fees will be assessed. From coordination with the developer on April 6th, 2018, a water meter upsizing will not be required thus no further plan review is needed. Please note that no floor drains will be allowed to connect to District facilities. Costs Per the District Rules and Regulations, tap fees for commercial buildings are based on the water meter tap size for the building. All costs involved are to be deposited in advance— engineering, reviews, legal, design, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. Please be aware that proper tap and development fees are required to be paid prior to connection to the District main. 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 Fruitdale Sanitation District, which also collects Metro Wastewater's "connection fees". Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, MARTEN/MARTIN, INC. 12499 WEI COLFAX AVENUE LAKDA100P, C.01DRADO R0215 'LAIN 30 .431.66,100 MARTINMARTIN.CON? Fruitdale Sanitation District— 11913 W. 1-70 Frontage Rd. June 6, 2018 Bill Willis, PE Cc: Gary Charbonnier — Fruitdale Sanitation District Page 212 FEZ City of Wheat�d p CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8041 p. 303.235,2855.f 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 for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Project Address: BSi5 'L --7o F. , Name of Firm/individual submitting documents:t t(, '• sacx:�.4rt Project Type/Description: -E - ko,�-re `k , Signature of Firm Representative or individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY lr U+ , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water o Wheat Ridge Sanitation District o Clear Creek Sanitation District "9C Frultdale Sanitation District o Westridge Sanitation District o Other Agency Notes: ! c,3- ,;N t t Signature: Date: gency Representative)�,- Email: .EGEND: •� CONSIRUCRON FRCS I PRUm am BMW Raw N RE}ARI EIDIWIO TREE / SHIN TO RUM EXISTING COMIOM R C04O 9 ti < BOWERS 1 305659 -1 a.t FK' �2SED ARC- HELLMAN OFFICE BUILDING 11913 WEST 1-70 FRONTAGE ROAD NORTH WHEAT RIDGE, COLORADO 80033 ISSUE DATE DESCRIPTION � 1 11.16.2017 1001E DESIGN DEVELOPMENT 2 5.25.2018 1001 CA SUIIWTIAL DRAWN BY: K.NB CHECKED BY: MB PROJECT NO.: 176RID NOW. DATE OCT. 2D17 SITE PLAN A1.1 4'-0' 1._0. CITY OF WHEAT RIDGE ENERAL NOTES: PUBLIC WORKS Existing __ Ground TATE_ 7/1112018 - - fCEIVED 71912018 NN � fp� BB w 6" ) Direct roof, NOT SCALE oaM»cs R1EKaoxs GOUIItN. 06L1iEPMlCES AN,�f� BEERTro E Y TE AITEMIIM OF 11E ARCWIECT FUR OLA EICADIL � ,,at. el/gan SWALE DETAILgA �' �e has been pdLIfOWORKS, NG MVN 7n1/18APPROVED FOR: E ARCHITECT asclAas ,Arc RESPoI9RDIE.S A LOR DIONEOCE & A.SSOTES X s /Ra 6 GUTTER 0 STREET SCELLANEOUS O PUT ASBESTOS THE OWNER AOLfPR NL RFSlWISE1RY FOR REI IL _ - is EN(31NE vat mtaota DATE SJECT TO FIELD INSPECTIONS 0 DISPOSAL OF ASBESTOS r DISCOVERED. W IDIbiRIICTDN WST ALM WITH EXISM WALLS AND,Ot DORS WALL AND CEILK 1E%NRES WM WJN AAD BE E2Dm TO MEET OMID6i AND ARCHITECTS APPROVAL LRD" AND FINISH C0RS1RJC1KNSHAU.BER COWnANCE WITH architectural CODES MD REOL AIWINS AS A Will" STANDARD, WORKSHOP 1�1 280 SOUTH PENNSYLVANIA -11 %_ EMO KEY NOTES: PH: 330J788.1717 COLORADO80209 gill _ ID / REWEAVE DIMNO BOWLER FROM EDGE OF WICRUE DRIVE. I K TDGTE B01AOE.RS PER OVERS IEWEST �'�� `•.l It"o' L 10 KEY NOTES: MEAS, RE 1AW6fAE RM A1.2 FOR ADDRIONAL OAWTDN AND DUALS CONCRETE PAVW WITH 4' RIDE WHITE TRAFFIC PMT FOR STALL PRO'" AMESSI LE PRONG SOIL MIKA, RE 2/A1.1. A I r 2C DOWDS AT 24' O.C. W. 6' KID EXLSTNG COCRUE PAM N x HICK r C-6' RDE CONCRETE SIDEWALK WITH TOOLED JOINTS AT W 4 D.C. PRUDE ACCESS RAMP AT SWMYXS 'NIH 1:12 SLOPE wn FN611 TO CONtlEE *m NDIGTED ( O VERTICAL COMOREIE an WITH 12' WRITER L�/ 2 _ � Ix PAD MOUNTED EIECIDG4 TRVSFWMX RE ELECT= SHARED TRASH DCLOSLIRE TO REIM PROTECT MW CONCRETE VALLEY PMI TO RE" PROTECT DIM Direct stormwater renoff by way of swales and grading to I SNMTMTf SEWER TO AD" protect adjacent properties. I WA1FR ITE MIM 3/4' WEER. RE: RNWIOD OP.YIIIFS ASRD EWE NYORANT 70 RE" PRo7ECT IXRIW MMICTION OI ECST COICRCIE SPIA91 ROCK R1 BE PROVIDED M ALL IDCAWNS, TWP. OW IDT SIRVPW PER M OF MEAT RDM SEVI ARDS .EGEND: •� CONSIRUCRON FRCS I PRUm am BMW Raw N RE}ARI EIDIWIO TREE / SHIN TO RUM EXISTING COMIOM R C04O 9 ti < BOWERS 1 305659 -1 a.t FK' �2SED ARC- HELLMAN OFFICE BUILDING 11913 WEST 1-70 FRONTAGE ROAD NORTH WHEAT RIDGE, COLORADO 80033 ISSUE DATE DESCRIPTION � 1 11.16.2017 1001E DESIGN DEVELOPMENT 2 5.25.2018 1001 CA SUIIWTIAL DRAWN BY: K.NB CHECKED BY: MB PROJECT NO.: 176RID NOW. DATE OCT. 2D17 SITE PLAN A1.1 4'-0' 1._0. CITY OF WHEAT RIDGE PUBLIC WORKS Existing __ Ground TATE_ 7/1112018 - - fCEIVED 71912018 Proposed Grade 1st Submittal w 6" ) Direct roof, Longitudinal slope_____,,""noff. Shall be a min . 1 % GE ENGINAT REEDR SWALE DETAILgA �' �e has been pdLIfOWORKS, NG MVN 7n1/18APPROVED FOR: WNAGE OSIDEWALK /Ra 6 GUTTER 0 STREET SCELLANEOUS O PUT HENT SITE PLAN -Com rcial Blda APpIAl with Comm EN(31NE vat mtaota DATE SJECT TO FIELD INSPECTIONS .EGEND: •� CONSIRUCRON FRCS I PRUm am BMW Raw N RE}ARI EIDIWIO TREE / SHIN TO RUM EXISTING COMIOM R C04O 9 ti < BOWERS 1 305659 -1 a.t FK' �2SED ARC- HELLMAN OFFICE BUILDING 11913 WEST 1-70 FRONTAGE ROAD NORTH WHEAT RIDGE, COLORADO 80033 ISSUE DATE DESCRIPTION � 1 11.16.2017 1001E DESIGN DEVELOPMENT 2 5.25.2018 1001 CA SUIIWTIAL DRAWN BY: K.NB CHECKED BY: MB PROJECT NO.: 176RID NOW. DATE OCT. 2D17 SITE PLAN A1.1 Submittal requirements: Copy of Deed Address: I «1'� 1- q-0 f Zoning: MT _� Use: - Plan Review W 2site Plan (to scale) Lot Size: Related Cases: Property in the flood plain? If yes, add surveying condition FLD. Elevations Rev. 09/2017 sq. ft. Subdivision: LVV-2v-,r.-Yk- Cf,^A" Any conflict? (Y/N) t'�O E S4- 617z V'Q�waat / 00 Type of project (applicable survey conditions in parenthesis): ❑ ccessory ISP, ILC or site plan none if in floodplain (FLD) Addition ILC and site plan if w/in 2' of setback or in floodplain (FND) ❑ New Site plan based on survey/plat yes (FND) yes (NCM) Maximum Lot Coverage: % sq. ft. Existing Improvements: Building: Other: _ sq. ft. sq. ft. Proposed Improvements: New Structure: Addition: Other: Total Existing sq. ft Total Proposed Lot Coverage % Lot Coverage Required Setbacks: FR S S R Provided Setbacks: FR S S R Commercial buildings may not be built in-line with existing nonconforming structures. sq. ft. sq. ft _ sq. ft. sq. ft For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND. Maximum Height: ft. Proposed Height: ft. Parking Spaces Required: Parking Stall Width: Handicapped Parking Required: Parking Lot Buffer Required: Access Aisle Width Required: Drive Aisle Width Required: Maximum Size: sq. ft. Proposed Size: sq. ft. Parking Spaces Provided: Parking Stall Length: Handicapped Parking Provided: Parking Lot Buffer Provided: Access Aisle Width Provided: Drive Aisle Width Provided: Parking Notes/Access Notes /A ❑ One interior landscaped parking island is required for every 30 parking spaces. PIA- ❑ A driveway connection must be made from the existing edge of pavement into the site, and shall be surfaced with concrete, asphalt, brick pavers or similar materials. OA ❑ No vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. Access points must be spaced at least 100 feet apart, measured from inside edge. Access points on corner lots must be at least 25 feet from intersecting right-of-way, except arterial or collector streets must be at least 50 feet. N/A ❑ In commercial zone districts, curb cuts shall be at least 20 feet in width and not more than 35 feet in width. 11 1A -J For all uses, one access point per property is permitted. Landscaping Required: 2n % ( 'tit s.f.) Landscaping Provided Trees Required: S Trees Provided: Shrubs Required: 4 Shrubs Provided: Non -Living Max: % ( s.f.) Non -Living Provided: Street Trees Required: — Street Trees Provided: Rev. 09/2017 0/0 I! 5kL�-.£) g (✓10 Aew' G 1 M r2w /'3'K ( s.£) Landscanin2 Notes 1.11* ❑ Street trees must be at least 3 inches caliper, and must be deciduous. ❑ All other trees must be at least 2 inches caliper. All shrubs must be 5 gallon buckets. ❑ Metal edging shall contain all areas of rock or mulch; rock shall be at least 1-2" in size. ❑ When calculating non -living landscaping, areas of living landscaping may be excepted out of the rock beds. ❑ These exceptions are based on the radius of the specimen after a two-year growing period. Freestanding Light Height: Maximum FS Light Height: Wall Light Height: tC' Maximum Wall Light Height: Photometric Plan Submitted: Yes S a c-,,.o(iAiw+ &� S;Ae. Vla✓t z9(7,w, Architecture: Refer to separate ASDM or Mixed Use checklists. — at eh ❑ Metal buildings not permitted for accessory structures. i,A S pla✓► '� ✓ c cess Number of Access points: 2 Curb cut width(s): Distance from property line: Distance from each other: Streetscape: Does the permit result in any of the following conditions? ❑ Construction of new roads ❑Flatting of new lots LJ New development Additions that increase gross floor area (not just footprint) by 60% or more (use formula below) (proposed floor area IT SrS — existing floor area 6 ,9 k+ ) / existing floor area 6 �g Y4- increase If any box is checked, does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Curb and gutter required? — Sidewalk required? — Amenity zone? Other? Fee in lieu required? (Confirm PW has added in ADG valuation and fees as fee code SCDF) Are any other conditions required? �. Permit is not business license vVA^J la/A4❑ Separate permits are required for fencing Separate permits required for site signage Parking in conformance with Section 26-501 ❑ Landscaping in conformance with Section 26-502 9 Lighting in conformance with Section 26-503 1A Driving and parking surfaces must be hard surfaced paved X Owner/contractor responsible for locating property lines ?�LM' ❑ Foundation certification form (FND) l.5AA ❑ As -built survey (NCM) ❑ Floodplain certification (FLD) 5 y L -S L _'Gnr City of COMMERCIAL/MULTI-FAMILY Wheatdge BUILDING PERMIT APPLICA TION RE VIE W PUBLIC WORKS Date: / ! _ If _Y 2016 Location: /1113 W_ Z-7-0 GRQAIZAC514�5 2n. Al ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a 9X94/Ml51 0 located at the above referenced address. Please note the comments checked below.' 1. Site Survey: OK Not OK; refer to stipulations. 2. Drainage: a. Final Drainage Report and Plan required Yes b. Drainage Letter and Plan required _ Yes C. Site drainage/grading have been reviewed and are: _ZOK 3. 4. 8. CDPS Permit & SWMP Approved: Yes No Public Improvements to be completed: a. street paving/patching: Yes b. curb & gutter/drivecut: Yes C. sidewalk: Yes d. standard street lights: Yes e. pedestrian lights: Yes f. storm sewer: Yes g. Letter of Credit (LOC) required: Yes h. Funds in lieu of construction: Yes If an LOC or funds in lieu of are required, for what improvements? Amount of the LOC or funds: $ No No No No No No No No V/ No _ No No K; see stipulations N/A SIA/PIA required: Yes / No Traffic impact analysis required & approved: Yes _ No Street Access Permit required: Yes v/ No If yes, was it approved by the Director of Public Works? Yes No Does all existing roadway/alley R.O.W. meet the standards of the City: Yes No If not, what is required: If R.O.W. is required, has the deed been received? Yes No (See Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 9. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. Signature P&d F B="a4 r A r c_ Date 10. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the following reason(s): Signature David F. Brossman, P.L.S. Date 11. Stipulations: RF ar—_0 - L/h =C> S!�_ pL&IJ ED2 C�ONDCj /Old% 12. V/ NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage Certification Letter with by As -Built plans shall be required prior to the issuance of the Certificate of Occupancy. Rev 06-2013 7�City of .I 6a 1 e PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: / / i_UeJ y- 2oif� Location of Construction: / /!Z/--3 W. /-70 EjzcA r&ae 6Z0 A/ Purpose of Construction:�(Pd�l Single Family Commercial X_ Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee:...... ............................... $50.00 Co_mmercial/Multi-Familv Review Fees: • Review of existing or minimal technical documents: ............... ........ $200.00 • Initial review' of technical civil engineering documents (Fee includes reviews of the 1" and 2nd submittals): .......................... $600.00 • Traffic Impact Study Review Fee: (Fee includes reviews of the 1" and 2nd submittals): .......................... $500.00 ® Trip Generation Study Review Fee: ........ ............................. ........... $200.00 ® O & M Manual Review & SMA Recording Fee ................................ $100.00 Multi -Family ri-4 ' 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: 3rd submittal (%z initial review fee) :.................................................... $300.00 $ 4th submittal (full initial review fee) :................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. ­NNN xi-vvhcatridge.coms Rev 12/12 City of W heat Rdge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: IJr, ADDRESS: Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www.cLwheatHdge.co.us Rev 2/08 ",ware Version COMcheck Soft l'. Ernterior ig ting ompliance Certificate (In llklt?Project Information �� Energy Code: Project Title: Project Type: 2015 IECC Hellman Office Building New Construction _'/ 1// 1/ Construction Site: Owner/Agent: Designer/Contractor: 11913 W 1-70 Frontage Rd N DMCE Wheat Ridge, CO 80033 5737 W 6th Ave Lakewood, CO 80214 Additional Efficiency Package(s) Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A Area Category B C D Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1 -Warehouse 5290 0.59 3142 Total Allowed Watts = 3142 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1 -Warehouse LED 1: R/RE: LED 2x4: LED Panel 70W: 1 6 75 448 Total Proposed Watts = 448 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0.8.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Theresa Gray, PE po �� 6.26.18 Name Title Signature0 SA •. Date :}- 41315 S Zo EN city of ' Wheat Ridge Project Title: Hellman Office Building a lBRt@Ya%�0 /19/18 Data filename: C:\Users\kate\Dropbox (DMCE)\Boxifier\j\DMCE PROJECTS\2017\7146 - HELLMAN OFFICE Pa EXPANSION\LOAD CALCS\IECC-Ltg.cck Section # I Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.1 _ Lighting controls installed to uniformly❑Complies Requirement will be met. I [EL15]1 reduce the lighting load by at least ❑Does Not 50%. ❑Not Observable ❑Not Applicable 1C405.2.1 Occupancy sensors installed in ❑Complies Requirement will be met. i[EL18]1 required spaces. ❑Does Not ❑Not Observable ❑Not Applicable C405.2.1, Independent lighting controls installed ❑Complies Requirement will be met. C405.2.2. per approved lighting plans and all ❑Does Not 3Z manual controls readily accessible and:❑Not Observable [EL23] visible to occupants. ❑Not Applicable [ ...._..........._........ 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' ❑Not Applicable ....................... _ C405.2.3 .................... .... ..._... ..._... Daylight zones provided with ....... ...... ❑Complies .......... ......- _ ............. _..... Requirement will be met. ............. [EL16]2 individual controls that control the ❑Does Not I lights independent of general area ❑ Not Observable lighting. ❑Not Applicable : .......... -._..... ..._..........._...._ C405.2.3, ...... ..............._......._............................................................................... ...................................................... Primary sidelighted areas are .......... ........................................................ ..._....:.............. ❑Complies _......_.......__.........._.........._........................... ......_.................. ......_.......:._............. ....... __................ .... _...............:...:.:........_.__ Requirement will be met. ............ ........... ..__................. C405.2.3. equipped with required lighting ❑Does Not s 1, 1 C405.2.3. controls. ❑Not Observable 2 ❑Not Applicable [EL2011 C405.2.3, Enclosed spaces with daylight area ❑Complies ! Exception: Requirement does not apply. C405.2.3. ',under skylights and rooftop monitors ❑Does Not 1, are equipped with required lighting ❑Not Observable' C405.2.3. 'controls. 3 ❑Not Applicable [EL21]1 C405.2.4 Separate lighting control devices for ❑Complies Requirement will be met. [EL4]1 specific uses installed per approved []Does Not lighting plans. '❑Not Observable', I ❑Not Applicable C405.2.4 'Additional interior lighting power ❑Complies Requirement will be met. [EL811 allowed for special functions per the ❑Does Not approved lighting plans and is ❑Not Observable' automatically controlled and ❑Not Applicable j separated from general lighting. C405.3 Exit signs do not exceed 5 watts per ❑Complies Requirement will be met. I [EL6]1 face. ❑Does Not ❑Not Observable' I i ❑Not Applicable I Additional Comments/Assumptions: city of 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Ti 3) Project Title: Hellman Office Building f�eport date Data filename: C:\Users\kate\Dropbox (DMCE)\Boxifier\j\DMCE PROJECTS\2017\7146 - HELLMAN OFFICE guifdingQi� EXPANSION\LOAD CALCS\IECC-Ltg.cck R.D. FRITZ CONSULTING ENGINEERS 6970 S. Holly Circle, Suite 100 Centennial, CO 80112-1066 (303)843-9077 FAX (303) 843-9078 SUPPLEMENTAL STRUCTURAL CALCULATIONS FOR HELLMAN BUILDING ADDITION 11913 WEST 1-70 FRONTAGE ROAD NORTH WHEAT RIDGE, COLORADO 80033 :►4, CRY or � 0 whE-atR-ate wummr Dfwtomfw APPROVED Reviewed for Code Compliance By OF R. D. Fritz Cons A • ZZ a4Date The x w approval of pions specificofioas 6970 So. Holly ax approrW atany mforpon to om Mde p vvm4om of the bm" code w Mom tin wdYswaes. permits pet "to/Ne oudiodn to vjpWe or c~ the pmvnft sMMe luddM Centennial, ColdMcTo°"g(Sii O'0*0*sw—'`" July 7, 2018 This includes pages 1 through 5 Job Title R.D. FRITZ CONSULTING Subject ENGINEERS By Yo r' Dat Checked Job --.17- Sheet I of N vs (Dad Pot I V'll i- Vie- 0,7 5 Lo I o� -c9 'S o r I City Crf , Wheat Ridge 04WR. D. Fritz Consulting Engineers Project Title: 6970 So. Holly Circle, Suite 100 Engineer: Centennial, Colorado 80112 Project ID: Project Descr: Printed: 6 JUL 2018, 5:07PM Masonry Beam He=C:lUserslBobIDOCUME-11ENERCA-MELLMA-LEC6 Description: Hellman Addition 17-110 10 ft span Code References Calculations per ACI 530-14, IBC 2015, CBC 2016, ASCE 7-10 Dead Load L : Floor Live Lr: Roof Live S: Snow W: Wind E : Earthquake Load Combinations Used : IBC 2012 0.110 0.1753 n k/ft General Information 0.8526 j =1- k/3 11.565 k -ft k/ft Pm 1,500.0 psi Clear Span 10.0 ft Rebar Size 5.0 Fs 24,000.0 psi Beam Depth 1.330 ft i # Bars E/F 1 Em = fm750.0 Thickness 8 in v Top Clear 4.0 in Wall Wt Mult 1.0 End Fixity Fix -Fix 1V Btm Clear 4.0 in Block Type Normal Wt Equiv. Solid Thick 7.60 in # Bar Sets 2 Lateral Wind Load 24.0 psf Wall Weight 84.0 psf Bar Spacing 5.0 in Beam is Fully Braced ? Yes E 1,125.0 ksi 0.1596 k -ft 6.545 Lateral Wall Weight Seismic Factor 0.0330 n 25.778 Calculate vertical beam weight ? No Ld #1_ D(0.1 Uniform Loads Start X End X Dead Load L : Floor Live Lr: Roof Live S: Snow W: Wind E : Earthquake #1 ft 10.0 ft 0.110 0.1753 n k/ft #2 ft ft 0.8526 j =1- k/3 11.565 k -ft k/ft #3 ft ft M:Stl = Fs As j d k/ft #4 ft ft k1ft DESIGN SUMMARY Maximum Stress Ratios... Vertical Lateral SRSS Combination Maximum Moment Actual Allowable k -ft fb/Fb 0.07926 0.02439 0.08293 :1.00 Vertical Loads 0.9167 k -ft 11.565 k -ft fvlFv 0.1384 0.02454 0.1406:1.00 for Load Combination : +D+H Lateral Loads 0.1596 k -ft 6.545 for Load Combination : +D+0.60W+H Minimum Mn =1.3 * Fcr * S = Vertical Strength As rho np k: ((np)12+2np)^.5-np j=1 -k/3 M:mas=Fb k j b d^2/2 M:Stl = Fs As j d Maximum Shear Vertical Loads for Load Combination 3.507 k -ft Lateral Loads for Load Combination Actual Allowable +p+H 6.031 psi 43.571 psi +D+0.60W+H 0.9505 psi 38.730 psi (Checking lateral bending for span) 0.620 in^2 0.006154 0.1586 6;545 k -ft 6.715 k -ft Wheat Rirl ;e ng Di Lateral Strength 0.620 in^2 As 0.006799 rho 0.1753 n 0.4422 k: (np^2+2np)^.5-np 0.8526 j =1- k/3 11.565 k -ft M:mas=Fb k j b d^2/2 12.645 k -ft M:Stl = Fs As j d Actual Allowable +p+H 6.031 psi 43.571 psi +D+0.60W+H 0.9505 psi 38.730 psi (Checking lateral bending for span) 0.620 in^2 0.006154 0.1586 6;545 k -ft 6.715 k -ft Wheat Rirl ;e ng Di 04WR. D. Fritz Consulting Engineers Project Title: 6970 So. Holly Circle, Suite 100 Engineer: Centennial, Colorado 80112 Project ID: Project Descr: Printed: 6 JUL 2018, 5:07PM Masonry Beam File =C:U)smU3ob1DOCUME-11ENERCA-1VIELLMA-1.EC6 Description: Hellman Addition 17-110 10 ft span Detailed Load Combination Results Load Combination Vertical Lateral Mmax Mallow fv : Vert Fv : Vert Mactual Mallow fv Fv k -ft k -ft psi psi k -ft k -ft psi psi +D+H 0.92 11.56 6.03 43.57 0.00 6.54 0.00 38.73 +D+L+H 0.92 11.56 6.03 43.57 0.00 6.54 0.00 38.73 +D+Lr+H 0.92 11.56 6.03 43.57 0.00 6.54 0.00 38.73 +D+S+H 0.92 11.56 6.03 43.57 0.00 6.54 0.00 38.73 +D+0.750Lr+0.750L+H 0.92 11.56 6.03 43.57 0.00 6.54 0.00 38.73 +D+0.750L+0.750S+H 0.92 11.56 6.03 43.57 0.00 6.54 0.00 38.73 +D+0.60W+H 0.92 11.56 6.03 43.57 0.16 6.54 0.95 38.73 +D+0.70E+H 0.92 11.56 6.03 43.57 0.02 6.54 0.13 38.73 +D+0.750Lr+0.750L+0.450W+H 0.92 11.56 6.03 43.57 0.12 6.54 0.71 38.73 +D+0.750L+0.750S+0.450W+H 0.92 11.56 6.03 43.57 0.12 6.54 0.71 38.73 +D+0.750L+0.750S+0.5250E+H 0.92 11.56 6.03 43.57 0.02 6.54 0.10 38.73 +0.60D+0.60W+0.60H 0.55 11.56 3.62 43.57 0.16 6.54 0.95 38.73 +0.60D+0.70E+0.60H 0.55 11.56 3.62 43.57 0.02 6.54 0.13 38.73 City Of Wheat Ridge 01WR. D. Fritz Consulting Engineers Project Title: 6970 So. Holly Circle, Suite 100 Engineer: Centennial, Colorado 80112 Protect ID: (4 Project Descr: Printed: 6 JUL 2018, 3:30PM Masonry Beam File =C:lUserslBobU)OCUME-11ENERCA-11HELLMA-1.EC6 Description : Hellman Addition 17-110 4 ft span Code References Calculations per ACI 530-14, IBC 2015, CBC 2016, ASCE 7-10 End X Dead Load L : Floor Live Lr: Roof Live S: Snow Load Combinations Used : IBC 2012 E : Earthquake #1 0.0 ft 4.0 ft 0.0550 General Information 0.0 0.0 0.0 k/ft #2 0.0 ft fm 1,500.0 psi ✓ Clear Span 4.0 ft Rebar Size 5.0 Fs 24,000.0 psi c' Beam Depth 0.667 ft # Bars E/F 1 Em = fm " 750.0 Thickness 8 in Top Clear 6 in Wali Wt Mult 1.0 End Fixity Fix -Fix Btm Clear 2.0 in Block Type Normal Wt Equiv. Solid Thick 7.60 in # Bar Sets 1 Lateral Wind Load 24.0 psf Wall Weight 84.0 psf Bar Spacing 5.0 in Beam is Fully Braced ? Yes E 1,125.0 ksi Allowable k -ft fb/Fb Lateral Wall Weight Seismic Factor 0.0330 n 25.778 0.07333 k -ft Calculate vertical beam weight ? No Ld #1: D(0.0550) 8 8 8 Uniform Loads r r I Start X End X Dead Load L : Floor Live Lr: Roof Live S: Snow W: Wind E : Earthquake #1 0.0 ft 4.0 ft 0.0550 0.0 0.0 0.0 0.0 0.0 k/ft #2 0.0 ft 0.0 ft 0.0 0.0 0.0 0.0 0.0 0.0 k/ft #3 0.0 ft 0.0 ft 0.0 0.0 0.0 0.0 0.0 0.0 k/ft #4 0.0 ft 0.0 ft 0.0 0.0 0.0 0.0 0.0 0.0 k/ft DESIGN SUMMARY Maximum Stress Ratios... Vertical Lateral SRSS Combination Maximum Moment Actual Allowable k -ft fb/Fb 0.02093 0.003905 0.02129 :1.00 Vertical Loads 0.07333 k -ft 3.504 k -ft for Load Combination : +D+H fv/Fv 0.05515 0.009817 0.05601 :1.00 Lateral Loads 0.01281 k -ft 3.279 for Load Combination : +D+0.60W+H Minimum Mn =1.3 ' Fcr ` S = Vertical Strength As rho np k : ((np)"2+2np)".5-np j=1 -k/3 M:mas=Fb kj b d"2/2 M:Stl = Fs As j d Maximum Shear Vertical Loads for Load Combination 0.8820 k -ft Lateral Loads for Load Combination Actual Allowable +p+H 2.403 psi 43.571 psi +D+0.60W+H 0.3802 psi 38.730 psi (Checking lateral bending for span) 0.310 in^2 0.006136 0.1582 Lateral Strength 0.620 in^2 As 0.01354 rho 0.3491 n 0.5565 kp (np^2+2np)^.5-np 0.8145 j =1 - k/3 3.504 k -ft M:mas=Fb k j b d^2/2 6.064 k -ft M:Sti = Fs As j d Actual Allowable +p+H 2.403 psi 43.571 psi +D+0.60W+H 0.3802 psi 38.730 psi (Checking lateral bending for span) 0.310 in^2 0.006136 0.1582 R. D. Fritz Consulting Engineers Project Title: 6970 So. Holly Circle, Suite 100 Engineer: Centennial, Colorado 80112 Project ID: Project Descr: Printed: 6 JUL 2018, 3:30PM Masonry Beam He=C:lUserslBobIDOCUME-11ENERCA-1WELLMA-1.EC6 Description: Hellman Addition 17-110 4 ft span Detailed Load Combination Results Load Combination Vertical Lateral Mmax Mallow fv : Vert Fv : Vert Mactual Mallow fv Fv k -ft k -ft psi psi k -ft k -ft psi psi +D+H 0.07 3.50 2.40 43.57 0.00 3.28 0.00 38.73 +D+L+H 0.07 3.50 2.40 43.57 0.00 3.28 0.00 38.73 +D+Lr+H 0.07 3.50 2.40 43.57 0.00 3.28 0.00 38.73 +D+S+H 0.07 3.50 2.40 43.57 0.00 3.28 0.00 38.73 +D+0.750Lr+0.750L+H 0.07 3.50 2.40 43.57 0.00 3.28 0.00 38.73 +D+0.750L+0.750S+H 0.07 3.50 2.40 43.57 0.00 3.28 0.00 38.73 +D+0.60W+H 0.07 3.50 2.40 43.57 0.01 3.28 0.38 38.73 +D+0.70E+H 0.07 3.50 2.40 43.57 0.00 3.28 0.05 38.73 +D+0.750Lr+0.750L+0.450W+H 0.07 3.50 2.40 43.57 0.01 3.28 0.29 38.73 +D+0.750L+0.750S+0.450W+H 0.07 3.50 2.40 43.57 0.01 3.28 0.29 38.73 +D+0.750L+0.750S+0.5250E+H 0.07 3.50 2.40 43.57 0.00 3.28 0.04 38.73 +0.60D+0.60W+0.60H 0.04 3.50 1.44 43.57 0.01 3.28 0.38 38.73 +0.60D+0.70E+0.60H 0.04 3.50 1.44 43.57 0.00 3.28 0.05 38.73 R.D. FRITZ CONSULTING ENGINEERS 6970 S. Holly Circle, Suite 100 Centennial, CO 80112-1066 (303)843-9077 FAX (303) 843-9078 At 1 45a 7/9/I Y STRUCTURAL CALCULATIONS FOR HELLMAN BUILDING ADDITION 11913 WEST 1-70 FRONTAGE ROAD NORTH WHEAT RIDGE, COLORADO 80033 %bAf City oy or By Commumw Cwmo MENT R. D. Fritz Consulting Engineers APPROVED Reviewed for Code Comntiance 6970 So. Holly Circle, Suite 100 QRS FbA CAA krQ0 • ZZt � Centennial, Colorado 80112 Plans Exam—P Date Valfdid at aemJt: The ruaam, of a permit or approval of pans speNfkotiarm Md Computabon snail nor be a pemta for, or on approval at my vfaa[an to any of the provisam of the building rode Or of any City mdlrwncespermks presuming to aloe wUwrky to vinare a Cancel the provisaro-of the awd" codes or odw prdl/se in of the City soon not be mad. May 25, 2018 (�'(1, 1� (/� This includes pages 1 through 15 A, �j >ii,>," R.D. FRITZ CONSULTING ENGINEERS P F [ q,; 4Y Job Title 4qj(ryyv, A4�- V 1 By qPF Date ?I I A� e Job no. — v Subject Checked Sheet f of (6010 L-0 + zo -7 -5L7 7,.r- OLV 13 yl � Wheat Ftld9 Q2 V4, Lc -t 1 R.D. FRITZ CONSULTING ENGINEERS Job Title we-Ome'" By wr— Date:?l 13 / JS)ob no./7 Subject 1 4s Checked Sheet "L of rvl p 'zl� I, 5 A1C' - -7 f 3 1 C�) wvlJ 2.-7 Pik city 01 Wheat Ridge R. D. Fritz Consulting Engineers Project Title: 6970 So. Holly Circle, Suite 100 Engineer: Centennial, Colorado 80112 Project Desm Description: damn 17-110 Masonry Column Piaster Code References Project ID: PrhteY 25 MAY 2M8, I2:47PU File = C:1UserslBobID000ME-11ENERCA-11HELLMA-1.EC6 4ERCALC, INC. 1983-2017. Build:10.17.12.10, Ver.10.17.12.10 Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used: ASCE 7-10 General Information Maximum Bending Stress Ratios Maximum Axial Load Material Properties Column Data Stress Ratio Analysis Settings Location F'm = 1,500.0 psi Column width along X -X = 15.625 in Analysis Method = Strength Design Fr - Rupture = 75.0 psi Column depth along Y -Y = 15.625 in T factor for Strength Design = 0.90 Em = f m * = 900.0End Longitudinal Bar Size = # 6 Fixity Condition = Top Free, Bottom Foxed Column Density = 130.0 pcf Bars per side at +Y & -Y = 2 Overall Column Height = 11.330 ft Rebar Grade = Grade 60 +1.20D+1.60L+0.50S+1.60H 2 Construction Type Solid Grouted Hollow Concrete Masonry Fy - Yield = 60000 psi Bars per side at +X & -X = 0.0 k -ft 63.115 k -ft +1.20D+1.60Lr+0.50L+1.60H Fs - Allowable = 32,000.0 psi Cover from ties = 3.50 in Tie Bar Size - _ # 3 E - Rebar = 29,000.0 ksi Actual Edge to Bar Center = 4.25 in Tie Bar Spacing - 10.0 in Brace condition for deflection (buckling) along columns : 53.656 k 20.122 k -ft 61.235 k -ft +1.20D+0.50L+1.60S+1.60H 0.8071 X -X (width) axis: Unbraoed Length for X -X Axis budding =11.5 ft, K = 2.1 86.762 k 86.984 k Y -Y (depth) axis: Fully braced against buckling along Y -Y Axis Applied Loads AXIAL LOADS ... DL + Snow: Axial Load at 11.330 ft, D = 44.680, S = 2010 k BENDING LOADS ... Lat. Uniform Load creating Mx -x, W = 0.6270 k/ft DESIGN SUMMARY Bending Check Results PASS Maximum Bending Stress Ratio = Load Combination Location of max.above base At maximum location values are ... Pu 0.9 * Pn Mu -x 0.9*Mn-x: PASS Reinforcing Area Check As: Actual Reinforcement Min: 0.0025 * An Max: 0.04 * An Dimensional Checks Min. Side Dim. - 8" PASS Overall Height / Min Dim - 30 Load Combination Results 0.840 :1 +120D+0.50L+0.50S+W+1.60H 0.000 ft 64.018 k 64267 k -40.244 k -ft 63.115 k -ft (ACI 530.13, Sec 3.3.4. 1.760 0.610 9.766 ( ACI 530.13, Sec 3.4.4. (ACI 530-13, Sec 3.4.4. Service loads entered. Load Factors will be applied for calculations_ Maximum SERVICE Load Reactions . . Top along X -X 0.000 k Bottom along X -X 7.104 k Maximum SERVICE Load Deflections ... Along x -x 0.331 in at 11.330 ft above base for load combination : W Only Compressive Strength 285.449 k (ACI 530-13, Sec 3.3.4. Pa = 0.80 10-80 I'm (An - Ast) + FyAsQ * [1-(ld(140*OJIA21 PASS Check Column Ties (ACI 530-13, sec 21.6. Min. Tie Dia. = 1/4", # 3 bar provided Max Tie Spacing = 12.00 in, Provided= 10.00 in Maximum Bending Stress Ratios Maximum Axial Load Maximum Moments Load Combination Stress Ratio Status Location Actual Allow Actual Allow +1.40D+1.60H 0.7011 PASS 0.0 ft 62.552 k 63.062 k 0.0 k -ft 63.114 k -ft +1.20D+0.50Lr+1.60L+1.60H 0.6585 PASS 0.0 It 53.616 k 53.656 k 0.0 k -ft 61.235 k -ft +1.20D+1.60L+0.50S+1.60H 0.7101 PASS 0.07604 ft 63.966 k 64.267 k 0.0 k -ft 63.115 k -ft +1.20D+1.60Lr+0.50L+1.60H 0.6585 PASS 0.0 ft 53.616 k 53.656 k 0.0 k -ft 61.235 k -ft +1.20D+1.60Lr+0.50W+1.60H 0.7034 PASS 0.0 ft 53.616 k 53.656 k 20.122 k -ft 61.235 k -ft +1.20D+0.50L+1.60S+1.60H 0.8071 PASS 0.0 ft 86.762 k 86.984 k 0.0 {C 6 'J72 k -ft +1.20D+1.60S+0.50W+1.60H 0.8282 PASS 0.0 It 86.736 k 86.984 k 20.122 k ft 0163072 +1.20D+0.50Lr+0.50L+W+1.60H 0.8237 PASS 0.0 ft 53.642 k 53.656 k 40. k -ft 61.235 k- +1.20D+0.50L+0.50S+W+1.60H 0.8395 PASS 0.0 ft 64.018 k 64.267 k 40. 44 ft `° `Eb; 65'k- +1.20D+0.50L+0.20S+E+1.60H 0.6783 PASS 0.0 ft 57.808 k 58.049 k (kufldi 40 nk ��2 +D+H R. D. Fritz Consulting Engineers 0.000 It Project Title: L.{ 0.000 It 6970 So. Holly Circle, Suite 100 0.0000 in Engineer: Project ID: 0.0000 in Centennial, Colorado 80112 +D+0.75OLr+0750L+H Project Descr. 0.000 It +D+0-750L+0.754S+H 0.0000 in 0.000 ft +D+0-60W+H Pm : zs MAY 2018, gra 11.330 It +D+O.TOE+H 0.0000 in 0.000 It File = C.lUsers\Bob\DOCUME-1\ENERCA-1WELLMA-1.EC6 0.1491 in 11.330 ft +D+0.750L+0750S+0.450W+H 0.1491 in ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver.10.17.12.10 +D+0.750L+0.750S+0.5250E+H OA000 in 0.000 It +0.60D+0.60W+OA0H -D FRITZ CONSULTING Description: Heliamn 1T-110 Masonry Column Paas4u +0.60D+070E+0.60H 0.0000 in 0.000 It Load Combination Results 0.0000 in 0.000 ft Lr Only 0.0000 in 0.000 ft Maximum Bending Stress Ratios Maximum Axial Load Maximum Moments Load Combination Stress Ratio Status Location Actual Allow Actual Allow +0.90D+W+0.90H 0.8084 PASS 0.0 ft 40.212 k 40.568 k 40.244 k -ft 57.505 k -ft +0.90D+E+0.90H 0.5721 PASS 0.0 ft 40.264 k 40.568 k OA k -ft 57.505 k -ft Maximum Reactions Note: Only non -zero reactions are listed. Y -Y Axis Reaction Axial Reaction Load Combination @ Base @ Top @ Base +D+H k k 44.680 k +D+L+H k k 44.680 k +D+Lr+H k k 44.680 k +D+S+H k k 65.380 k +D+0.7501.r+0.750L+H k k 44.680 k +D+0.750L+0.750S+H k k 60.205 k +D+O.60W+H 4.262 k k 44.680 k +D+0.70E+H k k 44.711 k +D+0.75Ms+0.750L+0.450W+H 3.197 k k 44.680 k +D+0.750L+0.750S+0.450W+H 3.197 k k 60.229 k +D+0.750L+0.750S+0.5250E+H k k 60.229 k +0.60D+0.60W+0.60H 4.262 k k 26.808 k +0.60D+0.70E+0.60H k k 26.839 k D Only k k 44.680 k Lr Only k k k L Only k k k S Ordy k k 20.700 k W Only 7.104 k k k E Orly k k 0.052 k H Only k k k Maimnum Deflections for Load Combinations Load Combination Max. Y -Y Deflection Distance +D+H 0.0000 in 0.000 It +D+L+H 0.0000 in 0.000 It +D+Lr+H 0.0000 in 0.000 ft +D+S+H 0.0000 in 0.000 ft +D+0.75OLr+0750L+H 0.0000 in 0.000 It +D+0-750L+0.754S+H 0.0000 in 0.000 ft +D+0-60W+H 0.1988 in 11.330 It +D+O.TOE+H 0.0000 in 0.000 It +D+0.75OLr+0-750L+0.450W+H 0.1491 in 11.330 ft +D+0.750L+0750S+0.450W+H 0.1491 in 11.330 It +D+0.750L+0.750S+0.5250E+H OA000 in 0.000 It +0.60D+0.60W+OA0H 0.1988 in 11.330 It +0.60D+070E+0.60H 0.0000 in 0.000 It D Only 0.0000 in 0.000 ft Lr Only 0.0000 in 0.000 ft L Only 0.0000 in 0.000 It S Orgy 0.0000 in 0.000 It W Only 0.3313 in 11.330 It E Only 0.0000 in 0.000 ft H Only 0.0000 in 0.000 It city of Wheat Fridge R. D. Fritz Consulting Engineers 6970 So. Holly Circle, Suite 100 Centennial, Colorado 80112 Description: He8anm 17-110 Masonry Column Piaster Cross Section interaction Project Title: G, Engineer: Project ID: ss Project Descr: Pmted:25 MAY 2GIS. 12:47PU File = C:IUsersSob1DOCUME-11ENERCA-11HELLMA-1.EC6 ENERCALC, INC, 1983-2017, Build:10.17.12.10, Ver.10.17.12.10 City cN Wheat Ridge Building Divis.:,n cn 'tel N tD!rlO.Lnl �tiMid iN!oOiN=.!M!r!e-!O rie-ir�ri iNiMj�itn. 0.r--! 0lrir O r Orr%Qirl)'iryl`i'iNir�tOiQfiOtO:t00000 n11 0CA:!1�3ir00 Colosw:ro* a: *M: riu): CO: ie!N78r!r;NiNitdi 00 to t 0)' M : CA i = N O ' Or0.000.OD M h 00 • cq co r SiSVitnihlOiMi00i ' i00�0{Nito.I- {d' riririrgNicVgNiM3It!t1)gr+i00:Q>i0!N r d3N tD{Oitnt.. 3C0Ett?NstDC0i00 <OQI�o r O!N:tet:h°O> ihit0::O it33 C ririririr-s�lCV3Mia►Qn crOih-iQiOiN t0 tt)'l0 ' d M.d .cM.O'tnitni00 r 0iritQ�[CCDO •34^!'Q�'iCri"r,to- iQ')•O;CO r3r:ririN:NiAist; !h!00!Oie- _ ° +..... i .......i..........e `Ni � fr to Oi.d.r.s.,� r ;d ! 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Holly Circle, Suite 100 Centennial, Colorado 80112 fail Description : Hellman Addition 15-117 Load bearing wag Code References Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : ASCE 7-10 Project Title: Engineer: Project Descr: Project ID: Printed' 25 WY 201:8. 12:53PU File = C:1Users13ob1DOCUME-11ENERCA-11HELLMA-1.EC6 ENERCALC, INC. 1983-2017, Build_10.17.12.10, Ver.10.17.12.10 General lnfonnaBon Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 Construction Type: Grouted Hollow Concrete Masonry F'm = 1.50 ksi Nom. Wall Thickness 8 in Temp Diff across thickness = deg F Fy - Yield = 60.0 ksi Actual Thickness 7.625 in Min Allow Out -of -plane DO Ratio = 0 Fr - Rupture = 61.0 psi Rebar "d" distance 3.750 in Minimum Vertical Steel % = 0.0020 Em = fm ' = 900.0 Lower Level Rebar .. . Max % of p bal. = 0.1034 Bar Size # 5 Grout Density = 140 pcf Bar Spacing 48.0 in Block Weight Normal Weight Wall Weight = 55.0 psf Wall is grouted at rebar cells only .�Srr� t {f �' One -Story Wall Dimensions •r \]Y y Rd 4Yq y7 4 M h N A Clear Height = 17.0 ft B Parapet height = 1.0 ft Wall Support Condition Top & Bottom Pinned Initial Lateral Disp. @ Top Support 4.0 in Verfical Loa& Vocal Uniform Loads ... (A Per€oa tush wKm) Ledger Load Eccentricity 5.50 in Concentric Load Lateral toads DL: Dead Lr: Roof Live U: Floor Live S: Snow W: Wind 0.120 0.240 ktft ktft Wind Loads: Seismic Loads: Full area WIND load 24.0 psf Wall Weight Seismic Load Input Method Seismic Wall Lateral Load Fp 1.0 = Direct entry of Lateral Wall Weight 5.0 psf 5.0 psf City of Wheat Ridge ilding D dk'�� f''s.W iced i t y. .V-11 s _> A. h'¢``RFad '�: �. N y .�Srr� t {f �' •r \]Y y Rd 4Yq y7 4 M h N A R� a"�%Y'{��'� Lir � •f"� �� �'iC�i q- �+� =l'<�.'�Fl r DL: Dead Lr: Roof Live U: Floor Live S: Snow W: Wind 0.120 0.240 ktft ktft Wind Loads: Seismic Loads: Full area WIND load 24.0 psf Wall Weight Seismic Load Input Method Seismic Wall Lateral Load Fp 1.0 = Direct entry of Lateral Wall Weight 5.0 psf 5.0 psf City of Wheat Ridge ilding D R. D. Fritz Consulting Engineers 6970 So. Holly Circle, Suite 100 Centennial, Colorado 80112 fall Description: Hellman Addition 15-117 Load gearing wall Project Title: Engineer. Project Descr: Project ID: l PFML-d- 25 UAr 2018.12:53P1 File = C:lUsersUM DOCUME-11ENERCA-1WEL.LMA-1.EC6 VERCALC, INC. 1983-2017, Buik1:10.17.12.10, Ver.10.17.12.10 DESIGN SUMMARY Results reported for "Strip Width" of 48.0 in 0.90 Governing Load Combination ... Actual Values ... Load Combination Allowable Values ... PASS Moment Capacity Check Maximum Bending Stress Ratio = 0.6877 +1.40D at 11.33 to 11.90 0.681 +1.20D+0.50S+W Max Mu 4.211 k -ft Phi * Mn 6.124 k -ft PASS Service Deflection Check Actual Defl. Ratio U 197 Allowable Defl. Ratio 150 0.631 W Only Max. Deflection 1.036 in 16.560 +1.20D+W at 7.93 to 8.50 PASS Axial Load Check Max Pu i Ag 16.144 psi Max. Allow. Defl. 1-360 in 0.782 +1.20D+0.50S+W Location 8.783 It 0.2 * fm 300.0 psi PASS Reinforcing Limit Check Design Maximum Combinations - Deflections for "Strip Width" = 12 in. Controlling As/bd 0.001667 Asibd 0.1034 rho bal 0.1034 Maximum Reactions ... for Load Combination.... Top Horizontal W Only 0.9148 k Base Horizontal W Only 0.8132 k Vertical Reaction +D+S 5.40 k Design Maximum Combinations - Moments 0.90 0.44 Axial Load Load Combination Pu 02*Pm*b*t 0.90 k k +1.40D at 11.33 to 11.90 0.681 16.560 +120D at 11.33 to 11.90 0.584 16.560 +120D+0.50S at 13.60 to 14.17 0.554 16.560 +1.201)+0.50W at 8.50 to 9.07 0.771 16.560 +1.20D+1.60S at 16.43 to 17.00 0.631 16.560 +1.20D+1.60S+0.50W at 9.07 to 9.63 1.118 16.560 +1.20D+W at 7.93 to 8.50 0.808 16.560 +120D+0.50S+W at 8.50 to 9.07 0.891 16.560 +1.20D+020S+E at 9.07 to 9.63 0.782 16.560 +0.90D+W at 7.93 to 8.50 0.606 16.560 +0.90D+E at 8.50 to 9.07 0.578 16.560 Design Maximum Combinations - Deflections Results reported for "Strip Width" = 12 in. Moment Values 0.6 * Mcr Mu Phi Phi Mn As As Ratio rho bal k -ft k -ft k -ft in^2 0.44 0.10 0.90 0.44 0.09 0.90 0.44 0.13 0.90 0.44 0.52 0.90 0.44 0.24 0.90 0.44 0.64 0.90 0.44 1.01 0.90 0.44 1.05 0.90 0.44 027 0.90 0.44 0.97 0.90 0.44 0.24 0.90 1.48 0.078 0.0017 0.1032 1.45 0.078 0.0017 0.1032 1.44 0.078 0.0017 0.1032 1.50 0.078 0.0017 0.1031 1.46 0.078 0.0017 0.1032 1.59 0.078 0.0017 0.1030 1.51 0.078 0.0017 0.1031 1.53 0.078 0.0017 0.1031 1.50 0.078 0.0017 0.1031 1.46 0.078 0.0017 0.1032 1.45 0.078 0.0017 0.1032 Results reported for "Strip Width" = 12 in. Axial Load Moment Values Stiffness Deflections Load Combination Pu Mcr Mactual I gross I cracked I effective Deflection Defl- Ratio k k -ft k -ft in14 in^4 in^4 in D Only at 9.07 to 9.63 0.611 0.44 0.07 331.10 19.55 331.100 0.008 24,159.6 +D+S at 9.07 to 9.63 0.851 0.44 0.13 331.10 20.27 331.100 0.016 12,458.6 +D+0.750S at 9.07 to 9.63 0.791 0.44 0.12 331.10 20.09 331.100 0.014 14,178.2 +D+0.60W at 8.50 to 9.07 0.643 0.44 0.60 331.10 19.64 22.848 0.348 585.7 +D+0.70E at 8.50 to 9.07 0.643 0.44 0.19 331.10 19.64 331.100 0.023 8,833.7 +D+0.450W at 8.50 to 9.07 0.643 0.44 0.46 331.10 19.64 45.099 0.066 3,100.0 +D+0.750S+0.450W at 8.50 to 9.07 0.823 0.44 0.51 331.10 20.19 28.904 0.150 1,360.5 +D+0.750S+0.5250E at 8.50 to 9.07 0.823 0.44 0.21 331.10 20.19 331.100 0.025 8,056.8 +0.60D+0.60W at 8.50 to 9.07 0.386 0.44 0.56 331.10 18.85 23.078 0.276 740.2 +0.60D+0.70E at 8.50 to 9.07 0.386 0.44 0.17 331.10 18.85 331.100 0.020 10,371.9 S Only at 9.63 to 10.20 0.240 0.44 0.06 331.10 18.40 331.100 0.008 .1 W Only at 7.93 to 8.50 0.000 0.44 0.86 331.10 17.65 18.333 1.0 196.8 E Only at 7.93 to 8.50 0.000 0.44 0.18 331.10 17.65 331.100 0 21 Cott 91,804.8 Reactions - Verftall & Horkontat Results reported for "Strip;, idth" = 1.44pr 3 ge Load Combination Base Horizontal Top Horizontal Vertical @ Wall Base D Only 0.0 k 0.04 k R. D. Fritz Consulting Engineers Project Title: 6970 So. Holly Circle, Suite 100 Engineer: Project ID: Centennial, Colorado 80112 Project Descr: Pmited' 25 MAY 2€218.12:53PM ,aE� File = C:1UsersUlob1D000ME-11ENERCA-1ll-IELLMA-1.EC6 ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver.10.17.12.10 Licensee -. 'D FRITZ CONSULTING Description: Hellman Addition 15-117 load bearing wall +D+S 0.0 k 0.03 k 5.400 k +D+0.750S 0.0 k 0.03 k 5.160 k +D+0.60W 0.4 k 0.59 k 4.440 k City of Wheat Ridge ilding City at Wheat Ridge JBuilding Divison, R. D. Fritz Consulting Engineers Project Title: 6970 So. Holly Circle, Suite 100 Engineer: Project ID: Centennial, Colorado 80112 Project Descr: P€ L 25 MAY 2Q7&-12.53Pk4 r `ail File=CALlierXM DOCUME-11ENERCA-1WELLMA-1.EC6 ( ENERCALC, INC.1983.2017, Bt ild:10.17.12.10, Ver.10.17.12.10 -• FRITZ CONSULTING Description : Hellman Addiiion 15-117 Load bearing wan Reactions - Vertical $ Hos!bwftl Results reported for "Strip Width" = 12 in. Load Combination Base Horizontal Top Horizontal Vertical @ Wall Base +D+0.70E 0.1 k 0.17 k 4.440 k +D+0.450W 0.3 k 0.45 k 4.440 k +D+0.750S+0.450W 0.3 k 0.45 k 5.160 k +D+0.750S+0.5250E 0.1 k 0.13 k 5.160 k +0.60D+0.60W 0.5 k 0.57 k 2.664 k +0.60D+0.70E 0.1 k 0.16 k 2.664 k S Only 0.0 k 0.01 k 0.960 k W Only 0.8 k 0.91 k 0.000 k E Only 0-2 k 0.19 k OA00 k City at Wheat Ridge JBuilding Divison, R. D. Fritz Consulting Engineers 6970 So. Holly Circle, Suite 100 Centennial, Colorado 80112 fait Description: Hellman Addition 15-117 Non -Load bearing wall Code References Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used: ASCE 7-10 Project Title: Engineer: Project ID: l �% Project Descr: Printed- 25 MAY 2018,12-5" File = C:lUsmUlobU=UME-11ENERCA-lYiELLMA-1.EC6 UERCALC, INC. 1983-2017. Build:10.17.12.10. Ver.10.17.12.10 General tnfonnaflQn s t t 7 t t :. Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 Construction Type: Grouted Hollow Concrete Masonry Fm = 1.50 ksi Nom. Wall Thickness B in Temp Diff across thickness = deg F Fy - Yield = 60.0 ksi Actual Thickness 7.625 in Min Allow Out -of -plane Deft Ratio = 0 Fr - Rupture = 61.0 psi Rebar "d" distance 3.750 in Minimum Vertical Steel % = 0.0020 Em = fm * = 900.0 Lower Level Rebar ... Max % of P bal. = 0.1034 Bar Size # 5 Grout Density = 140 pcf Bar Spacing 48.0 in Block Weight Normal Weight Wall Weight = 55.0 psf Wali is grouted at rebar cells only One -Story WaH Dimensions A Clear Height = 17.0 ft B Parapet height = 1.0 ft Wall Support Condition Top & Bottom Pinned Initial Lateral Disp. @ Top Support 4.0 in Lateral Loads Wind Loads: Full area WIND load 24.0 psf B s t t 7 t t :. fM,� �' x c a A Seismic Loads : Wall Weight Seismic Load Input Method Seismic Wall Lateral Load Fp 1.0 = Direct entry of Lateral Wall Weight 5.0 psf 5.0 psf city of i I -" ol ril i 1 1 me7l4j! R. D. Fritz Consulting Engineers 6970 So. Holly Circle, Suite 100 Centennial, Colorado 80112 /ail Description: HeIrnan Addition 15-117 Non -Load bearing wall Project Title: Engineer: Project Descr: File = Proiect ID: I Printed: 25 MAY 2018. 12-.50M :K 1]i VAM 5 WMAYMATAMWIN I1 ZD FRITZ CONSULTING ENGINEERS DESM SUMMARY Results reported for "Strip Width" of 48.0 in Moment Values Mcr Mactual k -ft k -ft Governing Load Combination ... Actual Values ... Results reported for "Strip Width" = 12 in. Allowable Values.. . PASS Moment Capacity Check Maximum Bending Stress Ratio = 0.6552 331.10 Moment Values +0.90D+W Max Mu 3.726 k -ft Phi ` Mn 5.687 k -ft PASS Service Deflection Check Actual Defl. Ratio U 197 Allowable Defl. Ratio 150 As Ratio W Only Max. Deflection 1.036 in k k -ft PASS Axial Load Check Max Pu / Ag 12.035 psi Max. Allow. Defl. 1.360 in +1.40D at 7.93 to 8.50 +1.20D+W Location 8.217 ft 0.2 * fm 300.0 psi PASS Reinforcing Limit Check 0.0017 0.1031 +1.20D at 7.93 to 8.50 0.665 16.560 0.44 Controlling As/bd 0.001667 As/bd 0.1034 rho bal 0.1034 0.0017 0.1032 Maximum Reactions ... for toad Combination.... 16.560 0.44 0.48 Top Horizontal W Only 0.078 0.9148 k 0.1032 +120D+W at 7.93 to 8.50 Base Horizontal W Only 0.44 0.8132 k 0.90 1.47 Vertical Reaction +D+0.70E 0.1032 3.960 k Design Maximum Combinations - Moments Axial Load Pu k Moment Values Mcr Mactual k -ft k -ft 1 gross 1n14 Stiffness I cracked in^4 Results reported for "Strip Width" = 12 in. Deflections Deflection Defl. Ratio in Axial Load 0.554 0.44 0.04 331.10 Moment Values 331.100 0.005 0.6 = Load Combination Pu 0.2'fm*b`t 0.44 Mcr Mu Phi Phi Mn As As Ratio rho bal 0.554 0.44 k k -ft k -ft 331.100 k -ft in12 +D+0.450W at 7.93 to 8.50 0.554 +1.40D at 7.93 to 8.50 0.775 16.560 0.44 0.05 0.90 1.50 0.078 0.0017 0.1031 +1.20D at 7.93 to 8.50 0.665 16.560 0.44 0.05 0.90 1.47 0.078 0.0017 0.1032 +1.20D+0.50W at 7.93 to 8.50 0.664 16.560 0.44 0.48 0.90 1.47 0.078 0.0017 0.1032 +120D+W at 7.93 to 8.50 0.664 16.560 0.44 0.96 0.90 1.47 0.078 0.0017 0.1032 +1.20D+E at 7.93 to 8.50 0.664 16.560 0.44 0.23 0.90 1.47 0.078 0.0017 0.1032 +0.90D+W at 7.93 to 8.50 0.498 16.560 0.44 0.93 0.90 1.43 0.078 0.0017 0.1032 +0.90D+E at 7.93 to 8.50 0.498 16.560 0.44 0.21 0.90 1.43 0.078 0.0017 0.1032 Design Maximum Combinations - Deflections Results reported for "Strip Width" = 12 in. Load Combination Axial Load Pu k Moment Values Mcr Mactual k -ft k -ft 1 gross 1n14 Stiffness I cracked in^4 I effective n14 Deflections Deflection Defl. Ratio in D Only at 7.93 to 8.50 0.554 0.44 0.04 331.10 19.37 331.100 0.005 44,923.7 +D+0.60W at 7.93 to 8.50 0.554 0.44 0.57 331.10 19.37 23.617 0.272 750.3 +D+0.70E at 7.93 to 8.50 0.554 0.44 0.17 331.10 19.37 331.100 0.019 10,637.2 +D+0.450W at 7.93 to 8.50 0.554 0.44 0.43 331.10 19.37 331.100 0.050 4,104.1 +D+0.5250E at 7.93 to 8.50 0.554 0.44 0.13 331.10 19.37 331.100 0.016 13,145.4 +0.60D+0.60W at 7.93 to 8.50 0.332 0.44 0.55 331.10 18.69 23.764 0.231 881.5 +0.60D+0.70E at 7.93 to 8.50 0.332 0.44 0.15 331.10 18.69 331.100 0.017 11,773.5 W Only at 7.93 to 8.50 0.000 0.44 0.86 331.10 17.65 18.333 1.036 196.8 E Only at 7.93 to 8.50 0.000 0.44 0.18 331.10 17.65 331.100 0.021 9,804.8 Reactions - Vertical £1 Norkontal Results reported for "Strip Width" = 12 in. Load Combination Base Horizontal Top Horizontal Vertical @ Wall Base D Only 0.0 k 0.04 k - 3.960 k +D+0.60W 0.4 k 0.59 k 3.960 k +D+0.10E 0.1 k 0.17 k 3.960 k +D+0.450W 0.3 k 0.45 k 3:960 +D+0.5250E 0.0 k 0.14 k 3.960 .y +0.60D+0.60W 0.5 k 0.57 k 2.376 k +0.60D+0.70E 0.1 k 0.16 k W Only 0.8 k 0.91 k 0.000 k Description E Only R. D. Fritz Consulting Engineers Project Title: 6970 So. Holly Circle, Suite 100 Engineer. Centennial, Colorado 80112 Project Descr. /alt Helman Addition 15-117 Non -Load beams wail 0.2 k Project ID: v� Prat�d' 25 MAY 2018,125" File = C:1UsersSobIDOCUME-11ENERCA-1WELLMA-1.EC6 VERCALC, INC. 19832017, Build:10.17.12.10, Ver.10.17.12.10 0.19 k 0.000 k City 0x Wheat Ridge uilding Divi I uu i pirl wig R.D. FRITZ CONSULTING ENGINEERS 6970 S. Holly Circle, Suite 100 Centennial, CO 80112-1066 (303) 843-9077 FAX (303) 843-9078 SUPPLEMENTAL #2 STRUCTURAL CALCULATIONS FOR HELLMAN BUILDING ADDITION 11913 WEST 1-70 FRONTAGE ROAD NORTH WHEAT RIDGE, COLORADO 80033 •"' cay of Commumm DtvELOVMENT By APPROVED �gve Comdam R. D. Fritz Consulting Engineers 95 AA G4A wtop �� • � � 6970 So. Holly Circle, Suite -Mo V li.n5 6wm n'er N Date MOM of aestdl: The rssoancr o/o pnmit a,opprovtd o/ dans spm #katwm Centennial Colorado 801=cop'"°"°":an mat be a OrMW*. a an OW1011ai°` WW vrolatbn the proviiiore M the code a o/arY CO ordinoeces. htmMs ptesyamq to pae aRhaitY to .+date or tamed the wovaiam of It" &ON** oetles or etlw otteronm of aw Co sw not be wow D Aiy ' •'•. F i 2 • *.13 19 2 ? Qmw c August 2, 2018 qq This includes pages 1 through 7 R. D. Fritz Consulting Engineers Project Title: 6970 So. Holly Circle, Suite 100 Engineer: Centennial, Colorado 80112 Project ID: Project Descr: Printed: 31 JUL 2018, 5:02PM Rebar Development File=C:lUserslBobUMUME-11ENERCA-11HELLMA-1.EC6 Description: Hellman Addition 17-110 Bar ID 5 : #5 rebar development length Check 36 bar diameters Bar Size # 5 Rebar Area 0.310 in12 fc 4.0 ksi Fy 60.0 ksi ACI 318-11 Straight Development Reinf. Location Factor W t 1.3 Tension Development. Coating Factor W e 1 Basic Before Adjustments 23.7 in Lightweight Factor 1 Final after adjustments } 30.8 in As req'd ! As actual 1.00 Confinement Satisfied ? Yes Compression Development.. CI s` (044 " Bar Clearance Satisfied ? Yes Basic Before Adjustments 8.9 in Hooked Development... Final after adjustments 8.9 in Factor for Cover &Confinement 1 Basic Before Adjustments 11.9 in As req'd J As actual 1.00 Final after adjustment 11.9 in Epoxy Coated ? No Lightweight Concrete ? No Class A Splice 30.8 in Class B Splice 40.08 in Compression Splice 18.8 in City of Wheat Ridge uilding 3 L2 Job Title By VID r—Date7/:;671/Job no. R.D. FRITZ CONSULTING Subject Checked Sheet 1, f ENGINEERS ex -2- am �4 W... — — i S � 5 w U, s 4L -C2 r �qv WA WA, CM CA wreatFCxdge R. D. Fritz Consulting Engineers Project Title: 2} 6970 So. Holly Circle, Suite 100 Engineer: Centennial, Colorado 80112 Project ID: Ip Project Descr: Printed: 1 AUG 2018, 5:14PM Concrete Beam File = :•.• )• Lic. # : KW -06004471 Licensee :<RD-FRITZ CONSULTING ENGINEERS Description : Heilman Aaomon 1 r -1 1u Urade Beam uesign zu tt span CODE REFERENCES Calculations per AGI 318-14, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 e - . 1• Material Properties _ 0.717 : 1 Maximum Deflection fc 3.0 ksi v Phi Values Flexure : 0.90 112= fr = fc ' 7.50 = 410.792 psi Shear: 0.750 W Density = 145.0 pcf (31 = 0.850 X LtWt Factor = 1.0 0 <360.0 Mn ` Phi: Allowable Elastic Modulus = 3,122.0 ksi Fy - Stirrups 40.0 ksi fy - Main Rebar = 60.0 ksi E - Stirrups = 29,000.0 ksi E - Main Rebar = 29,000.0 ksi Stirrup Bar Size # 0 Location of maximum on span Number of Resisting Legs Per Stirrup = 0 ✓ _Cross Section & Reinforcing Details Rectangular Section, Width = 8.0 in, Height = 48.0 in Span #1 Reinforcing.... 245 at 3.0 in from Top, from 0.0 to 20.0 ft in this span • 2-45 at 3.0 in from Bottom, from 0.0 to 20.0 ft in this span v Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.6911, S = 0.30 k/ft, Tributary Width = 1.0 ft, (Masonry Wall dead load) DESIGN SUMMARY Support notation : Far left is #1 e - . 1• Maximum Bending Stress Ratio = _ 0.717 : 1 Maximum Deflection 13.778 13.778 Section used for this span Typical Section Max Downward Transient Deflection 0.005 in Ratio= 51167>=360 Mu : Applied 88.666 k -ft Max Upward Transient Deflection 0.000 in Ratio= 0 <360.0 Mn ` Phi: Allowable 123.598 k -ft Max Downward Total Deflection 0.022 in Ratio= 11141 >=180. 13.778 Wheat Ridge Max Upward Total Deflection 0.000 in Ratio = 999 <180.0 Location of maximum on span 9.982 ft 13.028 Building Divison +D+0.60W+H 10.778 Span # where maximum occurs Span # 1 +D+0.70E+H 10.778 10.778 Vertical Reactions Support notation : Far left is #1 Load Combination Support 1 Support 2 Overall MAXimum 13.778 13.778 Overall MINimum 3.000 3.000 +D+H 10.778 10.778 +D+L+H 10.778 10.778 City of +D+Lr+H 10.778 10.778 +D+S+H 13.778 13.778 Wheat Ridge +D+0.750Lr+0.750L+H 10.778 10.778 +D+0.750L+0.750S+H 13.028 13.028 Building Divison +D+0.60W+H 10.778 10.778 +D+0.70E+H 10.778 10.778 +D+0.750Lr+0.750L+0.450W+H 10.778 10.778 O sj' I�IOf IOICDIC7iIn1OptOSNIV'Ico: CO1(3) N 41t-trl Ioolr lC)11r Int IQ)I jIO Ir�r ?14 lNENNEC'7EMIVnIr�,e-INI/ r r M I CO 10 M I r O r- CY) 110I r tO M r 0O 10 CO rS{{rtNENIN=��ME,,ME''�i�pi``t•`ipEtc) (1-1(1) lrD M r1rrN rrtnlO)IMlt�rr d r MICDtcatNIMIMI(SrIaI�'`�ItiEMIa'I'�E`n - rt�-Iri rNtNIMl'It 1(01f-- 00 Orr=M N f` InIMrNIMt�tlt^ IlnrtD1E`=c:) oo,opICnlr- r N'In1Q01r' Iii �t'tn' 101,0) IntWEO------. --- - --- - 1N N Nlroi�tju�=tom ;o�,o>t't `� I� co 00 t It)1 M I N I M lot 1 r� M 010 0 CO 10 r e- S,dSr`Ea cf) CDtMeMS� 001e-IcDIT-IInlc� rErE�'INICAI C'`iECe) ESYEtf'.EL�2EMIpI.r U-) Nlt-1s� ;Nie-ir-t�'r�-IOtM��tr`-tp'�'M I T- e-EMECO CAln T- -10000 tvlr T- - 4cNEM st tnE(DEr 0) NEd' 1 1 1 1 I + I 1 11 Irtrlr �t ln011Cllrt0l ICOt�t�pllnl IN O rI r It) 601Olc'heplp MSOlCV,tfi'CAt`d'il`�IID rErE<-Ee-INININIc` IIn (D r- coI,dt M O I N r CO IT- I- n I M 103 01001N I U.) c:j �- rnIN1 It'r+t01 iOpt1-t00t01N�tntGtNSr Irlrirer CVic" I trtflEh i0Ot01�1� j -- 4--�-- r-- --i-- -----i--t--r- N NI`i E�I�tC�OENIc-10pIQt C� rlr NICOIN �- Ote-r rl(Qrinrl()It� CDtNI 00rr trtrErl�-ININIMIdItnEcDiOpt`�o{N r 001 N IDEM-1O7 fico MT er lt— Ir l r eNl(�lti l(±i l(fl I-- IF Qi O I l / l I l l r l l r l r l Y O Q��00�00rOtNrtnt(OrQ�rNrtnSCO�c-�Mte-rCJ ; ii I 1 t 1 1 1 1 1, t 1 1 r r-IQ),rly- co100IMrrlr a-rNln OO,OIr� Q i trtrtrtrt IMr� In��iilt� Co � 0 McC11QlIU�tOlNldrO)IQt1001r'�rl�r�t00r0 ' W t-. r010�NtIn,h.,CV,CD, 00 co ImIT- S irererrrtNNrNImottILO r-lopla)lr r r 1 I r t 1 r re- U M (O N 0) CO 0) St O O In O In CO M Q O cDlcp O e- IMllnEotoo{coEcDlIDEoo101rloo 1 r s—IrIc-INtNSChr�t,tn'CO/00rQ)10 EL � r 1 L U r- a) Lo i it-i(D1,00 iT-iMi¢i�iUliMiO Z liilr- CAv /Nr�tICO1CDIgtICOaM1 eCOtr-IM O I �rlrlrlrlNlMl-, I/nlc�I1-- 0010 1 1 1 I 1 stx: Cp MIf`IN1001 IMrMIO1,001tn��' CA tt1+e- i' :. InI�I(m��IMItiI,�IrrO'QlOiNiMi015 z I 1 1 lrlrre-rNIMI�IIn 1CO ir-I Op I(ji r� I z. ` ui lnCDIWeMet,rM101h-Ir�dr00te-I�ttI�10p Z a Itrni�I00t01Nltntc�,011�tr�Ir`Iao,04)I'd O W 1 1 I Irtrlrl rNltht�tlLnlCDlf— U � � 1 1 1 st O rIM �et�E•rrrlrr0 O C71 001CD � d llnl(Dt� O101.ctlOrt`rtnI/Mlr�lOpO le-It-ININIMI I►nl 1 I 4. i I l l t l r r r t t r r l l M MIMI�IOtQ,t,y ItDINItt-IMtCpIMIcoIM10o Epi (13, t- a)1N1001d rN10r0tO10t'It I e- i N cf) .q I in, (0, r--, CO 2 1.0 Nto07 r�CDCDendMMInc- O IL Cp t` O O• c�i to 0 M r r In M CV r Uj z 3: � WUa u�=o52 U CO (DU)z W co CO, r m N ID LQ r tD �t O d cD Co In (A M CA (U of d d 00 [V CD O �t h- O Ifi fD N't r r N M M It Cn r LL U) U) 0 Y Y Y W Z O In N N N;7 O N �t tp a0 O -'t O c(pp N Qr �- �- '- .- N N Me R.D. FRITZ CONSULTING ENGINEERS Job Title fA ( k -7/�D� �?iob no. By��f7 Dt. Subject Checked Sheet (9 of �k �A ( �� 0 as Rw o" L Ll M�,Lrr c. . �0 \V!T,) - boR on A llp \o5 11 Y� �0 q L 0,14, THRU ON Fff The Hilti HIT C-20 System: Masonry Construction with Voids continued Hollow Base Installation Instructions Select the proper bit. Set the depth Proper hole cleaning is essential. Use compressed airto blowout hole. Cut open cartridge with a small saw Screw on mixer without extension. gauge. Drill the hole, rotation only. Use a nylon brush to remove loose The Hilti air nozzle is designed for or utility knife. The large cartridge is _ Hilti URM bits are recommended for material. Do Not use brushes with hole cleaning. self opening. drilling into masonry. metal bristles. D Install the C-20 adhesive cartridge For longer screen tubes attach Fill the screen tube beginning at the Insert the adhesive filled screen Insert the rod slowly, turning slightly in the dispenser. a filler tube. bottom end. Note: The first 1" of tube into the hole. to insure the adhesive fills the voids. adhesive which flows out of the mixer IMPORTANT: Rods should not be tube of a new cartridge should be loaded before cure time is complete: discarded. See Gel Time/Cure Time Table. Gel Times and Cure Times / HIT C-20 Cartridge Temperature Open Gel Time Curing Time 41 20 Min. 2-3 Hr. 68 6 Min. 1 Hr. 86 3 Min. 45 Min. 104 1 Min. 30 Min. NOTE: Temperature listed above refer to the base materials temperature, not ambient air temperature. Allowable Tension and Shear Loads in Brick Walls' for Rods Anchor Dia. (in) Embedment Depth (in) Tension (lbs) Shear (lbs) 3/e 6 350 560 10 450 560 t/z 6 770 995 10 880 995 518 6 975 1495 10 1250 1495 8 10 3_3D 2233 13 1620 2233 (1) Due to the wide strength variations encountered in older masonry, these values should be considered to be guide values. NOTE: These allowable loads were calculated using the following formula: Allowable F 2 Sx Working= Load 3 F = Average Ult. Load SX = (C.V.) F C.V. = 25% Approvals 1. City of Los Angeles (COLA): Research Report No. #24919 and #24564 (URM) Listings 1. International Conference of Building Officials (ICBO) Evaluation Report No. 4419 and 4815 (URM) 2. Southern Building Code Congress International (SBCCI) Report No. 8913 i,risn; 74 Hilti Product Technical Guide, 8/93 m I i 9. City of Dete.* L ,]R�Wh6atp, COMMUNtTy DEvrLoj�MENT _,,gc Planlpermit# Building & Inspection Services Division 2- (--�> I L's'g 7500 W. 29�hAve., Wheat Ridge, CO 80033 Plan Review Fee: Office. 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email:2g[miLtsff_-ci-w-h-eatridqe.co.us Building Permit Application PAID Please complete all highlighted are on both sides of this form. latomplets applications may not — Property Address.- X'64J Property Owner (Please print): Phone:',l Property Owner Email.* ------ Mailing Address: (if different than property address) Address: City, State, Zip: noineer. ArchitoctlEnginaer Phone-. 3 ?'136 Contractor: 7S n - Contractor E-mail Address--:]tjC--'f2n -i'%i Ar, 11 j e !L' 60 ag22'.. C-4 .ell Sub Contractors., Electrical: 1 4 V4 Plumbing: Mechanical: W.R. City License # WR City License # W.R. City License '# Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form NEW COMMERCIAL A • • ELECTRICAL SEVICE ywb� YN Ylr y NEW RESIDENTIAL STRUCTURE COMMERCIAL ROFING COMMERCIAL ADDITION RESIDENTIAL ROOFING • 1 ADDITION WINDOW DO REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE 1• a. shed, (Garage,w deck, RESIDENTIAL IR'iA ACCESSORY +A1 sM1 (Garage, # r. * deck, MECHANICAL 1 4!•A REPAIR U Ilr Ai REPLACEMENT s ♦ y PLUMBING SYSTEMIAPPLIANCE REPAIR E U1 A#1 w • A CMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT Sq, FULF ' , .. Btu's Gallons Amps Squares Other 3 bum== COMMUNITY RISK REDUCTION DIVISION PLAN REVIEW COMMENT LETTER These comments and approved plans must be on-site to receive any Fire District inspections. Deviation to the approved pla may require re -submittal for review and approval in order for any further inspections to be performed. I Specific Comments and lie guiremtints 1. The plans show some exit and emergencj7 route lighting, but the Fire District would like to verify the location of fixtures.....the plans indicate an EXIT light over the door into the new back office space which would require the doors in the office to have panic hardware. 2. The permit submittal indicates a fire alarm system within the buildmig ..... any alteration to the existing fire alarm system will require a separate submittal and approval from the Fire District. zm3m General Commentsand Reauirements 1. The Fire District permit fee for this project is $75.00 The Fire District permit packet MUST be picked -up at the AFPD Headquarters located at 7903 Allison Way between the hours of 8am and 4:30 pm, Monday through Friday. The Fire District permit packet and permit card must be on-site prior to any inspections. 2. New and existing buildings shall have approved •e numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be a minimum of 4 inches high with a minimum stroke width of 0.5 inch, IFC Section 505 3. The • plans and permit shall remain on-site for the entirety of the project. 4. To schedule inspections please call (303) 472-1959 and ask for the assigned plan reviewer noted at the top of this letter and/or on the Fire District Pennit Card, 5. Electronic as -built drawings shall be submitted to the Fire District within 30 days of completion of installation. Acceptable forruats for the electronic • arePDF or Auto CAD-DWF files. Ins pectionRe Suirements; • An inspection request must be called in to the inspector listed above prior to the desired inspection date. AFPD will make every attempt to schedule the inspection for the desired date and time, all inspections are scheduled based on individual inspector availability. • NO inspections will occur without Fire District approved plans, comments and permit card available on-site. • Work shall be in compliance with the approved plans. However, as a result of an inspection, conditions may be found that were not apparent on the plans at the time of review. If such conditions are found, corrections shall be made to bring the project into compliance with the applicable code. • Failed inspections may require, additional fees for re -inspection, • Inspections may reveal corrections necessary to bring all work into compliance with applicable codes and standards. • Building FINAL inspection and approval is necessary prior to occupancy. • Required inspections o Final usam :ODES: 2012 IBC s 2012 IIs 2012 IPC; 2012 IFCa 2012 NEC E D PID ,ITE AREA-. 40t842 SF. (.94 ACRES) UILIA REA.- 6,987 SF. ECCUPANCY GROUP-. OFFICE B SUPPLY AIR GRILLE REFER TO MECH. STORAGE S-1 ONSTRUCTION TYPE -0 ® — MASONRY AND WOOD FRAMING (NON SPRINKLED) UILDING LEASE AREA.- 4X0 SF. AT OFFICE B 208:7 SF. AT STORAGE S-1 TOTAL-, 6v987 SF. ABLE 1004.1.1 OCCUPANT LOAD 41900 F. OFFICE 1 PER 100 SF= 49 OCC. 21087 F. STORAGE 1 PER 500 SF TOTAL ECTION 1014.3 PATH OF EGRESS NOT TO EXCEED 75' ABLE 1015.1 ONE EXIT AT B — OFFICE 49 < 50 ONE IT AT S-2 — STORAGE 5 < 50 ABLE 2902.1 MINIMUM PLUMBING FIXTURES 56 OCC. = 28 MEN AND WOMEN WATER CLOSET = 1 PER 25 OCC. MEN AND WOMEN L. = 1 PER 40 OCC. MEN AND WOMEN DRINKING FOUNTAIN = 1 DRINKING FOUNTAIN PER 100 OCC. SERVICE SINK = 1 SERVICE SINK ARKING REQUIREMENTS.- MIN. 21 PARKING STALLS, PROVIDED 29 STALLS DDRESS: 11913 WEST 1-70 FRONTAGE ROAD NORTH WHEAT RIDGE, COLORADO 80033 GAL DESCRIPTION-, LOT 4, BLOCK 1, LAKE CENTER—STAGE 2, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. "OPE: DIVIDE EXISTING OPEN OFFICE WITH NEW WALL FOR (2) NEW OFFICES. REUSE EXISTING HVAC, POWER AND LIGHTING. RELOCATE ES11NG LIGHTS AND OUTLETS AS REQUIRED VNER " HELLMAN HOLDiNGS LLC. 11913 W 1-70 FRONTAGE :RD k! WHEAT RIDGE, CO 80033 RYAN HELLMAN 303-384-9828 303-384-9827 F&Y INDEX OF DRAWNGS MCHIECTURAL A-1 SITE AND ENLARGED FLOOR PLAN Ed) k VICINITI' NOT TO SCALE PARTITION TYPES 3 5/8" 25 GA. METAL STUDS AT 24" O.C. WITH 5/8" GYP BOARD (WATEF RESISTANT AS REQUIRED) AT EACH SIDE TO UNDERSIDE OF FRAMING FOR GYP BOARD CEILING. PROVIDE SOUND BATTEN INSULATION FULL HEIGHT AND THICKNESS OF WALL AS NOTED BYNOMINAL WALL DIMENSION I m"I 1-4 " 4 1-e 6" 2" 2 1091-7" b.u. Wutiti EXISTING GYP. BOARD CEILING.../ ATTACH NEW STUDS TO M)IINU 3 5/8 PP 25 GA. METAL STUDS AT 24" O.0 -SUSPENDED FROM TRUSS OR BLOCKING WILMAEUV51-aIwv ,vu IS PARALLEL TO 3" LONG LEG STUD TRACK SECURE TO CONC. FLOOR AS REQUIRED EXISTING FIRE HYDRANT E D IC EMERGENCY LIGHT Subject to Field Inspections RETURN AIR GRILLE R REFETO MECH. Wheat Ridge Building Dept. UJ SUPPLY AIR GRILLE REFER TO MECH. Date.,. Y. 777/ �. EXISTING LANDSCAPE AREA 00 0 0 Cl) Kr KEY NOTES FLOOR PLAN REMOVE/RELOCATE EXISTING LIGHT'33WITCH REMOVE/RELOCATE EXISTING 1x8 LILHT FIXTURE EXISTING MECHANICAL DIFFUSERS SHI,,,"ALL REMAIN IN PLACE — NO WORK 1/8 "4—Cp ................... E D IC EMERGENCY LIGHT Subject to Field Inspections RETURN AIR GRILLE R REFETO MECH. Wheat Ridge Building Dept. SUPPLY AIR GRILLE REFER TO MECH. Date.,. Y. 777/ �. V� gned, 1/8 "4—Cp ................... V� # A # # MMEMM Contrattors City License M MR112= a.= M= EMU= Potc. t ' � b 2, � m, tl- Plan # Permit # ME= 1944 r lir '7 c ; -I- BTUs Gallons - Amps _ 0*4%4�4W (OWNER) (CONTRACTOR) ge NUTHORIZEDREPRESENTATIVE) of (OWNER) (CONTRACTOR) cW- 47 I J I - 5 Im I bo; C> 4 CO Q V CE iio car m M co > IV m • ! CITY OF WHEAT RIDGE Building Inspection Division f (303) 234 -5933 Inspection line (303) 235 -2855 Office ' (303) 237 -8929 Fax INSPECTION NOTICE 1 Inspection TypeG'�/ Job Address Q Permit Number / 57. Pi" ❑ No one available for inspection: m AM /PM Re- Inspection required: Yes No When corrections have been made, call for re-inspection at 303 - 234 -5933 Date: Z_ Inspector: "J 4 �l1 DO NOT REMOVE THIS NOTICE From: 03/22/2012 08:53 #138 P.002/002 Project Address:jt General Contractor: I Electrical Contractor I I Plumbing Contractor I I Mechanical Contractor I LIM Signature of Author ized Agent Date *This application must be signed by each sub-contractor confirming thesarne. ca Buildji7g & Inspection Services Division 7500 W. 29"" Ave., Wheat Ridge, CO 00 Offim 303-235-2855 * ax 303-237-8929 Imspection Request w 303-234-5933 Address: City, State, t ! tumbinq, µ , Mechanical "T 6- ID t �R (Fully describe work to be perforated -Attach additional sheet If necessar CA- ra , controot Value all W Reuses Fee (due t ttrr & of subrraa+ftara, us Square _. B .,t GaRo Amps w• .. Srt Ft, t W E. 1 Ct:t TRACT I(MVt" =rate € F UNDERSTANDING AND ACMEEN' N I teem by certtt°y° that ttae sviback c. ist anccs proposoi by this pes° 14 €application arc, accurate ;. nd do not viol tc applicable ordir m s es, rsates €st rs,Ma r laflaaats « t`dw Clay" of Wheat Ridge tar a aovoiartts, cap ,xVtstcrats € r restrictions of record dmt all s'hoaata aaaar. a a}ics„ations made are saccaar,atat brat t h ab c rcm..3 and as rce to abide by a U etraat=taoaaa sraaated on €aai* tiapphtaa6mi aasaat that t assume full re„;tsta €aas`bittty fcn carstaq,taaarace WWI applicable 0q of v/tac,at t actgsa t aadcs and c. aa°ctsraata'rccs for work under iiny pennit issuW based axis this application; that t tarry rise: legal t %vncr or taaac t eat aaaaz0ra,wri /t>.c by Lire icptl owtiar ofttsettrtapcaty to trnrforrra the cteat'ribed work and arias also audiorizett ray' ttte tc at owner of any n entity included on this application to list r3aat catty on this application, "I "r ox (01c : .r ( 's" A TR te:°TOR) ' p t t3 SF a" .1' , 't •S t #' ;t of (Cf'x ' R "4('T t, Bldg Valuation: Co ntrar t or FAX t vNi w,c .iN , Iie tt - id e,co.it,s " � A . City of ]�q�Wh6atRdge CITY OF WUAT RIDGE BUUDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 3012352855,f 303.237A929 111 11111111� '' 111111liq 111111111 1 1 :42 Date: L 7 4 Project Address: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY am a duly authorized representative of the agency indicated below re bel6W, acknowledge receipt of documents necessary for review and approval of x the project indicated above. o Wheat Ridge Fire Protection o Wheat Ridge Sanitation District )< Arvada Fire Protection o Clear Creek Sanitation District • Wheat Ridge Water District • Fruftdale Sanitation District • Consolidated Mutual Water District o Westridge Sanitation Distnict • Valley Water District o Other • DenverWater Agency Notes: A —American Electric L.L.C. 4825 S. Parfet ' + i :. Littleton Co. 80127 Proposal submitted to T C Construction Pbone 303-748-3637 job panne 303 -948 -7473 ddrms 5491 S. Zang Ct. Job adilmss 1.1913 west 170 frontage Rd. north job name Hellman Building I Total bid 1 $36000 1 00 1 • made as follows , 10000.00 to start deposit > 10000.00 at time of rough electric and We hereby propose to furnish material and labor as stated above. Any work not specifically addressed above is not included and will be An Extra charge, Authorized signature Acceptance of Proposal -°-' The above prices, specification and conditions are satisfactory and are hereby accepted. You are Authorized To do the work above as specified. Payment will be made as out tined above. Authorized signature date Total cos Ok" LY u P W h- JFVVI-01 PRE-APPLICATION MEYFIN Attending Applicant(s): Attending Staff: Address/Specific Site Location: Existing Zoning: Comp Plan Use: Novernt)er 5, 2009 Mike Rudd R,udd and Associates, Architects 8 811 1,", Hampden Ave. Denver, CO 80231 103-632-6802 Ryan Hellman Hellman & Associates 11913 W 1-70 Frontage Road North Wheat Ridge, CO 80033 303-384-9828 ext 101 ',Meredith Reckert- Senior planner. Sarah Showalter -- Planner 11913 W 1-70 Frontage I oad North (Lot 4) Wheat Ridge., CO 80033 Planned Industrial Development (PID) Mixed-Use Ernployriient Applicant/Owner Prefirninaq Proposal: The applicant is proposing a 7,500 square f()ot office/warehouse new construction building. "Fhe building will provide office and storage space for Hellman & Associates (H&A), a pull service Environmental, Health, and Safety (EIIS) C011SUlting Company. I I I&A will utilize the office space, approximately 5,000 square feet, for office staff and training seminars. The storage/warehouse space, approximately 1,800 square feet, will be used to store non-hazardous equipment for clients. The applicant is also considering a fature addition on the west side of the building, approxiinately 4,000 square feet, to be utilized as office space, "I'his would be a future addition and is not part of phase one construction, The applicant proposes to apply grass seed to the land where the future expansion is proposed and perhaps use it as a temporary outdoor seating area, The exterior building materials will rriatch the existing palette of niateriails at the Laketnont Industrial Center, utilizing split face or groundtace concrete masonry and red brick., 'rhe proposed structure will also include a storefront system and metal roofing. Will a neig �jjcatjon submittal? ,,hborhood meeting need to be lield prior to jpp , A neighborhood Ineeting will not be required for a Building Plen C, Existing Conditions: The, property is l()cated. within, Buildincy F C. of the I-akenion't Center Planned Develoj)illellt Z", J.,ot 4, , I rn - he Lakeon't C'enter FDP was amended to divide BUildii3g Envelope C 1 (` 6111- lets: L '31 ot st ,, structure, 1.,,ot 5, and Lot 6. The proposed structure will be on Lot 4, Currently, Lot 5 has a "7(" 7,3 � ) , Lot 3 has as 12, SF structure, and 11.,ot 6 is undeveloped. Lot 4, the proposed building site, is 40X" SF The property is zoned PID and the approved FDF) states that allowed uses shall be those in the Industrial (1) district in the Wheat Ridge Zoning Code. The "I" zone district was established to allow for commercial, marmfiicturing, assembly of goods and other light industrial uses. The ring road providing access to this site and all ofthe Lakernont Center is complete. The proposed surflacc parking to the east of the structure has already been constructed. Planning comments: are allowed bv the PID zoning. Per the approved , rhe proposed uses of'office and storage/wareho rise FJ)P, Building Envelope C is allowed as maxis - rium of 68,900 SF of development. o the proposed building is constructed, including the future expansion s p ac e of 4,000 SF, there will be 31,258 SF of developinent oil the four combined lots, Nvliicl is well within the allowable 68,900 SF. fl he does not specifically identify setbacks, however the development must occur within the proposed building enveloPeA11c Maximurn building height is 40'. There is a 25' iugress-e,(�ress and salutary sewer casement centered on the conurion property line with Lot 2 to the north. Required parking Should be calculated based on the use of "Office/warehouse" in the Wheat Midge Zoning Code. This will require I space per 300 SF of office area and I space per 600 SF of ible spaces will be required, one of whick rutist be van �,.iccestible. Nvarehouse/storage area. 2 iccess 1,andscaping should rij � eet the requirements within the current City of Wheat Ridge Zoning Code (Section 26-502). A landscape plan will be required with submittal of the Building Permit application. The Process: The next step is to submit a Building Peri'llit application. Please see the attachilient far a complete list no Permit submittal. Once the application is received, of all items that must. be included in the Buildi -, review should take approximately 6-8 weeks for approvaL Public Works: he meeting arid h as no comments at this time. Public Works was not present at t Building Department: ie nreeting, Please contact John, Schumacher at the The Building Department was not present at tI ts will be made number below with any questions regarding Building requirenients, Further conimen upon submittal. The City of Wheat. Ridge is currently using the 2003 International Building Code. N Architectural and Site Desion Manual comments: r-, s "I'lie Architectural and Site F)csign Manual applies to this site. The proposed bullding ni aterial — brick and concrete block --- are col-Isi sty rat xN , ith exisfino ' developmeal at La,kernont Center and meet the guidelines within the Architectural and Site Design Manual (ASI 1 )N4), The ASDIN/I also requires screen,im" of any loading or service, areas, includim trash areas and dumpsters. Attachments: list ol'Building Pertint application requirenients. Phone Numbers Meredith Reckert --- SeniorlllanDCT 303-235-2848 Sarah Showalter Planner 11 303-235-2849 Dave Brossman Development Review EIngirieer 303-235-2864 Mark Westberg Special Projects Engineer 303-235-2863 Steve Nguyen, .-TraffIc Engineer 303-135-2862 Jolin Schurmacher Chief Building Official 303-235-2853 Pre-Apph,'�Wnn Mbelmq NkAe FI-0111: sarzill slow alloy Sent: T November 10, 2009 10:23 AIM To: Mike Rudd; Hellnxm, Ryan c 1 10 S al)ject: Pr, -Applical n %4celingNoles Attachme tits 11913 W 1-70 1"rontage Rd N Lot 4.doc, slx, Nov 20(l9,doc I li Mike and Ryan, that include what will be Attached piezise find the notes frorn OUr meeting last w(, including a transr sheet rcx-psircd for youir Nuilding pern subrniltal, J and 1c ince know if YOU have any questions, I C P, L. E ZE D PJP Planner 11 750C) W, 29th Aki�anue iqNhoat Ridge, C.oloradcl 80033 Office Phone� 303-235-2849 Fax: 303-235-2867 f,yA s j,v tE Y 1 L!dg L &"S?,ma CONFIDENTIALITY NOTICH�: ThN ce-mail C­IUAiMSNU'Sinc,,�s confickn0al informeat im), It i ( t ;j jy fcr the use of the is Mdual or entity I I � n ffied that w iy dkdosurc, diS�nbo tio n, cicct, 01 ' loo nwnwd above, If yrol ears 1)�,t tile inicndcd recipicnt, YO I ', r ot , " CODIMUnication is pf(OhOhitcd, If You reccivad this in error, jfleasc notify m imilu"di ate ly by C-mlfl, amiching the oflp"M m.cssa" and dcletc the original mcssag%, froni Your compuler, and any nctm)rk to which your, i c(,) c ctcd, Thanlk you, No virus found in this incoming rya es'sage, Checked by AVG - w,%sm.aAj,c()rn Version 8,5,425 / Virus Database: 270,14,551 - Release Date: 11110/09 07:38 Xompany Does/ Pre-Application 101eeting Notes,htrn \NHEj City of Wheat Ridge Pre-Application Transmittal Sheet "T/ Date: November 5, 2009 The following docurnents are required upon submittal based on the desired course of action): Z Other Landscape Plan and Photometric Plan D eed "carve "To scam" pica plan Architectural elevations ST ANDARDS Structure height: R EQUIR ED t I . PROPOSED Coverage Building coverage: e: Lot coverage: Landscaped coverage: Hard surfaces coverage: Buffer along street: ..wf __Z_1L__ — ----- Parking requirements c s `/� , Required parking ratio: ®� .. " a N umber of spaces. ..a _toy � � � 4 : "AVM M � _ Shared parking? Size of re gular spaces: " - ° f ' Number of accessible spaces. Size of accessible spaces: Curb cut width: �t # � _.. � t AL www.d.wheatridge.co.us Site lighting _._... - All driving and parking surfaces must be hard surfaced paved. .... _.. Site signage will require separate p rni t, Site fencing will require separate pennit 2 iiiiiiiii iiiiii�!flill �l�[ J • Project Tide Hellman Building Construction Site: 11913 W 1-70 Frontage Road Wheat Ridge, CO 80033 1 Owner/Agent: Hellman Holdings, LLC Wheat Widge, CO 80033 303-384-9828 Designer/ Contractor: TS C Construction 5497 S Zang Court Littleton, CO 80127 303-748-3637 APPROVED Subject to Wh(- Date" Signed� Climate-Specific Requirements: Component Nam trip Gross Cavity Cont. Proposed Budget Ama or R-Value R-Value Uf act or U factor( ,)) Roof 1 - Attic Roof with Wood Joists 6987 0,0 19,0 Ob48 0,027 Exterior Wall 1: Concrete Block-12*, Partially Grouted, Cells 3465 — 19,2 0,043 0,090 Insulated,Mediurn Density, Furring: Norte Window 1. Metal Frame Doubts Pane, Timed, SHGC 0,31 261 — — 0.280 0,550 Door 1 Glass (> 50% gla7ing),Metal Frame, Entrance Door, SHGC 42 — 0290 0,800 0,31 Door 2: Insulated Metal, Swinging 42 — 0,083 0,700 Door 3: Other Door, Nor Swinging 168 — --- Ob7i[) 0.500 Floor I - Stab-On-Grade:Unheated, Vertical 2 ft. 352 — 0.0 m — (a) Budget t1- factors are used for software baseline calculations ONLY, and are not code requirements, (b)'Othee components require supporting docurnentation for proposed U-lacktrs Project Title: Hellman Building Report date, 02123112 Data fifenarne Cl DorumentsXCOMcheckU-1ellinan Building,cck Page 1 of 2 7 . Stair, elevator shaft vents, and of outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers, Lj & Cargo doors and loading dock doors are weather seaW, 9. Recessed fighting fixtures instal led in the bukting envelope are Type IC rated as rne-ming ASTM E283, are seated with gasket or caulk, 10, Building entrance doors have a vestibule equipped Wth setf-closing devices. Exceptions. J Building entrances with revolving doors. J Doors not intended to be used as a building entrance, Lj Doors that open directly from a space less than 3000 sq. ft, in area, LI Doors used primarily to facHitate vettic rat ar movement or materials handling and adjacent personnel doors. j Dom opening directly from as sleep inn/ dwelfing unit requirements in GOMoheck Version 3,9.0 and to comply with the mandatory requirements in the Requirements Checklist. ba APPROVED Subject tit; Fie!d inspections Wheat Ridge BuOul Dept. Date Plan che Signed, Plan checker Project T111w Hellman Building Report date 02/23/12 Data filename- CAMy DocurnenJsIC0Mcheck\He#rrmn Building. ccir Page 2 of 2 CASTLE ROCK ENGINEERING, INC. STRUCTURAL & GECTECHNICAL CONSULTANTS Rudd & Associates, Architects &811 E Hampden Ave, Suite 209F Denver, CO 80231 Please allow this to serve as a cover letter for the attached calculation package (37 additional sheets) that is being provided by this Mice for use with the structural design at the above referenced site address. APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date 701 Park St, Unit E, Castle Rock,'CO 80109 Phone: 303-688-5151 Fax: 303-660-521 www.castlerockeng.com 6") 45.N° Ran= �y� n x iL ��5 y YY ,ICY Yi11F` .. ... Client . HFLLMAN BLDG s.�. +O.: D NO M. 1 D . r sm i a ... Client . HFLLMAN BLDG s.�. +O.: D NO M. 1 D . 3 iAFl`ai �t�'l3�tikt� Si[[i t 2500 2500 _.. ......,._ ..... ..........._,._n__...._..._a.._ ._._ ..._ .........�._..�.,,... a a _ .__...,�.,..,....e..�,..,..., 1 ;5 9 1.5 2 2.5 3 3, 4 5 -20DO •2500 _ Lintel Position (ft) Q 1111,76,113MAPM a` Untei Identification # Start (ft) S Give 0 psf) I Trfb NOTE: Add (9) #3 Bar at each 22" above { Y .p" � t,, ��t'�' .. ,d �`��4 v } } ;� \t� V .' } �� t ,�� l� „1� � ; bottom reinforce nt with (3) #3 at top Minimum ul tEa�� } ,Y aw�� : a.., , +i�`S1S. l r 3 iAFl`ai �t�'l3�tikt� Si[[i t 2500 2500 _.. ......,._ ..... ..........._,._n__...._..._a.._ ._._ ..._ .........�._..�.,,... a a _ .__...,�.,..,....e..�,..,..., 1 ;5 9 1.5 2 2.5 3 3, 4 5 -20DO •2500 _ Lintel Position (ft) Q 1111,76,113MAPM a` P r 7 NFAINASSM E i T � C+? f 1 x'm 1 �`G i;•, �mroyd y'1 ,n''"k'C ti rSWifi"1R ni . Fl 1 ""d `T �. 1 b♦ I � � V� �I I�F t $esnCFy m. � y { w d 4 t rSW 4Y\ �xk 111ek Fx 1 1 t 3 t4 tiYM14 )ti"aG` �ft"x"t q � t1" � u45n S ..Mt.%Y t RU�iYabR��� Imm Mu f k....,Y i t i r ;� H ��Mmmm 1 ,' 4 1Wt1 1 10 17 u # # #. pgf t : e y � �x�`���������Il���� "��i M : ♦ r �IiuC���][� �, � MM���I"�� �w�3 � � z�ka�c� ,� �t m; ♦t M.t �.� VIII �I III III Iii :. ♦ VIII I i!f e M Ji 1�1 VIII 1 i4 i1 i!# .�, 0.032 SER UM MENEM ,"Mier »- Moment 121aagm 700 60D - 600 200 m 300 1 1.5 2 3 3.5 -400 , .. __� _ a� __ __.�_w _._�__ _ 100 -600 -800 -100 Lintel Position (4) 409 S. Wilcox St. Suite t C Client : HELLMAN BLDG Castle Rock, CO 80104 11913 W 1 -70 F#2ONTi CASTLE ROCK ENGINEERING, INC'. F 0360- s24�S1 P Date: Sa V2=012 by aS""TRU 't`1JF'�AL c oTECH ti L CONSULTANTS: � POD MASONRY UNTEL DESIGN Lintel identification INS # Start (it) St Lave (psi) i i p Tr9b N NOTE: Add (1) #3 t3ar at each 22" above 2 � �a � ,� 3 � ,aa ` mwintim � 2 1i�. h \ �6+ t Y �tV b11 3k wn 1 t'1 'Y 4 �tr��'.w�` 6 m m ikiw t INS M Dead ; MEN F7u i 1 Y'i�,�hq ,.�`"� iS1y � �j \ � ::' §� a 1 , in l 1 1D AV �. t \U\ 2 .,� 0 SESIENSIMS psi 2014 S ,.. # Location t Li V Vbf) I Dead lib 0 0.393 mA2 .W��. 3 1 0.011 I W2 SER UM MENEM ,"Mier »- Moment 121aagm 700 60D - 600 200 m 300 1 1.5 2 3 3.5 -400 , .. __� _ a� __ __.�_w _._�__ _ 100 -600 -800 -100 Lintel Position (4) ` k,tv y�y1 & r"a a&��N83s y ���xa� « « A ! t� a « ! e W r l " lt� e6 utba..(x!.tvikk7� m'+1Rr ®Rim'na:.s:,`fi..vtSY3` , v `) rfa�x�l`� S _. E 01 1 4 1 `s ` m M Client: HELLMAN «• .: 11913 WEST 170 FRONTAI Project Addmss WHFATPJ Datc. 0248,12 EL lYtl;k } 4"�1, n ° t, ` k,tv y�y1 & r"a a&��N83s y ���xa� « « A ! t� a « ! e W r l " lt� e6 utba..(x!.tvikk7� m'+1Rr ®Rim'na:.s:,`fi..vtSY3` , v `) rfa�x�l`� S _. E 01 1 4 1 `s ` m EL lYtl;k } 4"�1, n ° °4 `e., t`m 4 i itmttlxril�`Y t U"b'}uS«��iw�v usih `11 tlk•SttkZaaw;,'t \'k'tt. w\Ci�3`Ste"i k.;ail�'�"r1�h�vt. i'..kZnUhealtM1S,tZ Yi.�3? tk; 1��''�x h hta ` m I ,- stwarakawm .toads '"!"° Shaarl t - 2 0 x 3 0,00 9.00 3100 3.00 4.00 5.00 Sh . Casa t "►- Casa 3 " 0 0 0 0 S 0.00 t,00 2.00 3.00 4.00 &.00 &.00 n x. �"�a� k' M YifTiNt rilWt a..susx�x +soh a.14 t� li3i�3� c kl..„tii;L,3b ` 1415 4 l! 4�II,YYll����I1� N y 1 t,3 �k u Y a * m mom 1 t,3 t« It «��. dK,+. ai ril St 4 &; * • •. i #, ... ' dMteun4, exSS �k ti r x t t tY � � � ��1~k r G ��. .•. a .•;�..... M "utR1�t I �� d ? • e , . • .. ` a�?��t v..u`Uffi.. ',�Att ��'t�'i' �'�tw`�iY�'``a�dss :s1?r: , #CiA :. k wlsi'�. uit v�„�o-,�... „taKauuaewa�� �g �� q��f�,n u�. � .i t« It «��. dK,+. ai ril St 4 &; * • •. i #, ... ' dMteun4, exSS �k ti r x t t tY � � � ��1~k too ZOO 100 4.00 6,00 COO 7100 &00 9.00 1000 1 0,00 1,00 2,00 3,00 4,00 5,00 6,00 7,00 8.00 900 10, MEN 0 �. r :r 11913 WEST 170 FRONTAI 4 ri" "W Ey .t Date 1 f+ OesIgn by $0 a MEN 0 R ROOLUM 4 ri" "W Ey `"�! `��. S l� ,�?y. � +k ��`a,.$;��.A.���":?5�. ,i�„an,�`�,... ' �., •�S�`k r�`a���Jivsa, u MEN 0 ShowlMom Load* - �— I 110 sn* .e2 1, F 4.00 0.00 8.00 10.00 12.00 14A£! 10.00 10.00 4.00 Soo 0.00 10 12.00 14..00 1Q.Q0 d' . .:. ... 1 Y@ III XFG p{ �, k 1,M1�,; `L �>. 3i�F1'�"vr`''�,. �kSJ+SZ `ciPh 1P y` fY`€ E l l L117 � k � � $� � �ka`� &� � a L 1. U "IM I m" In 111 t `I , �`�F" ��`. 1 � U'Si& i \.i t i YU�1tM.� W�1 '��v�`e+sl�i".P 5 t` ap i G +fre ' 1 :iikiml f X`v}..a+LixAth t�iF�a§ 1 R t •. wk »'bni„a,u��x&,§,),r.�tit MIN , 4 4 0 0 i !0 4.60 6,00 6.00 WOO 12.00 14.00 WOO 10..00 0.00 2.00 4M 6.00 8..00 MOO 1206 14.00 16.00 4 1 0 0 I � �* �i`.im&1t wGllk a m «wn8 eRa 5rtakmxl #ma`a t �a iwhahmia�u+Yw'x�$."x�u$:�� ue;,:x{.tt�iA3Fi, ��ih,,A,l yy ■ 0 s � 0-111 , 1"'511 /.f « < ° f r! , �!v �� � � e ... .. t � »� ¥may 2� � ©� �� .� 11913 WEST 170 FRONTAI Dow OZ08A2 Design by. Se � 0-111 , 1"'511 /.f « < ° f r! , �!v �� � � e ... .. t � »� ¥may 2� � ©� �� .� 17 �«�� : 781 Park Street, Unit E h e E 1t GN�nt : H Castle Rock, CO 88108 tTO FRt�C#TAGE. RA 1 1913 �»« r CASTLE ROCK � � � � � N IN :. Phone: (303) $084151 Project Address : D ATRiGE r Fax: (303) 660.6243 8at$. 002.06.12 S TRucTuRAL & GEOT'E HNI AL CONSULTANTS www xastforockonUxom D by: $8 Beam Design - Graphs Sheet 2 Sexrrwkkrnfi 80 T y W12x Load Distribution 0 t 4 100M.0 0 4.4 am ,0 Beam Deflection �.•� 2 —1E� xa4a3 0, a 0 m .. j 0,00030 1 OXO 5 »00 94»04 96.00 A ` l7 .0,1000- r Al 45440 ai>naaoa - -, Shoarfliio Dood Leach Sh OwOor+ont - CA" t 0 1 0000 20M •,,. .. 0 w 6,00 % 26. 30.01 35.00 40, 46 v S.ia7 14.4 26. 30,00 tNP 46 AGON .30M -sow .9 ..... "°4,.°W S#+q nt +. $ -SOH -s Sho wakomervi +Daaa2 0 20M 01 20000. 01 .._._ __,..,....0, 40M 5.00 90.04 .40 34.00 45- 0: 4M 6.40 94, 4 25.40 �30., 45. 0 Full ■ Job#: j 1-66D6 Client : HE ProjoctAd4ress: 11913 WEST 170 FRONTA4 WHEATROGE Date: O2.O8.12 D by: SO LOWLTAM wr - Tftutory Ir - UAM (Pff) - V - Lkxw (PH) I • m mmmm 0 Full ■ Job#: j 1-66D6 Client : HE ProjoctAd4ress: 11913 WEST 170 FRONTA4 WHEATROGE Date: O2.O8.12 D by: SO LOWLTAM wr - Tftutory Ir - UAM (Pff) - V - Lkxw (PH) I 0 in ' 5-00 lom ISM 20.40 25.00 00 sloo 10,00 16,00 20,00 26A NA � ��� .......... ELM ■ shoadmormonA - Cass I Shea Womat - Cose 3 IE-1-741 110 1, LL - IM 1010 15.00 20.00 2600 Ment HELLMAN P *0 Address: 11913 WEST 170 FRONTAGE RD " WHEATRIDGE Date: M08,12 Design by: SS 6.00' Woo MW 20.00 25 li 8 f i 11913 WEST 170 FRONTAI WHEATRIDGE f .f .. ., tt li Mi Y RTMM I L F is 6,00 10.00 15.00 20.01 25.00 6,00 10.00 15.04 20,00 2R showftoowd 00#4 a ,F snoalM r - Caso 2 �1 F sate � —•— 3 i 15&`�? .,k'St'��.'ddtYMa' 'SYIIA�PI�R ♦ NMI M EMEN, . ............ .. showmomom - CA" 3 Job# 6w6 Cliont HELLMAN 1*13 WEST 170 FRONTA� Prqect Add"SS WHEATRIDGE Datc OZOS12 Deston by $0 r - TftAw LRNLLM y (" w ® uoftm *) * V-LkKW(P# 6 ) I 19 ;M�Idmm 20MO Mao 100010 SWO 0'a 4 �woo am 4W 20CX -4m I shownton"t 00" LO*" 11 shoulmomm - cs" i I shommomom - C"* 3 shoadmoment - ca" I rs0 11913 W 1-70 FRONTi s: r Design by: SB y� QL 4000- 4000 2000 _u.... __ . _. .. _. ____ -__. � �_____ 3000 2500 low ------ ._a .. ,_,_ 0 1 1.5 2 3 3.5 4 45 S 1 -1000 _.., __. _�. , 1 -2000 - ------ -3000- ____...._ ,._ _..._ __..__e._.a _ .. _w._..,__,___ __ _ _,._.. _, .,,._,.__- 0 p # _500 ¢ Lintel Position (it) ilk mmmmkimmommk=1 NNORIO+11 r1 Won 9 w rs0 11913 W 1-70 FRONTi s: r Design by: SB y� QL 4000- 4000 2000 _u.... __ . _. .. _. ____ -__. � �_____ 3000 2500 low ------ ._a .. ,_,_ 0 1 1.5 2 3 3.5 4 45 S 1 -1000 _.., __. _�. , 1 -2000 - ------ -3000- ____...._ ,._ _..._ __..__e._.a _ .. _w._..,__,___ __ _ _,._.. _, .,,._,.__- 0 p # _500 ¢ Lintel Position (it) ilk mmmmkimmommk=1 NNORIO+11 � , .., . . mom ( VwieCascade Single 11 -7/8 BCl@ 6000 -1.7 IMF Rafter \RO I Bo, 2 -1/2" 81, 3-1/2" tsz, :3 - 1/z_ DL 192 Ibs DL 538 Ibs DL 5551b SL 442 Ibs SL 1,177 Ibs SL 1,2161 I � Page 1 of 1 '.. f Uve f Load Summary f t t R II ## t !t t + wM MOW 1=1 F # MAE # ° y Page 1 of 1 oswso'cascado Single 11-718" BCI@ 6000'.1.7 DF RafteAR02 r ! r # i # ..• # t =## r # i # Page 1 of 1 Uve Dea f' W ind R oof .. L Summary in—DIPS—CrIp!ton Load Two Ref. Start End 100% 90% 100% 133% 125% t ♦ R t #+ t t x ## YA. r x # # ! • � » :, Y #! # .. + � 4s� s * st '* � � V,i.. ! rya ° '. • « R � � a' x � • , r t « • «i • ^. ! #' •. M. «. « • • «.... it i Page 1 of 1 • R„ 1 f913 WEST 170 FRONTk Project Address s: a R,... Design mom 33 R 701 Park Street, unit E b t: _1 t C han# : N CASTLE ROCK ENGINEERING INC. Castle Rack, CO 80108 Phone: (303) $884161 119 I >,� #,address. RI �o�ltol�7� �lzl� E Fax: (303) 660 -6343 pars: 02.0812 STRUCTURAL U AL & GEOT EC HNIC:AL CONSULTANTS www estforockon0.ca q Orr by: Sa Beam Design Graphs - Sheet Seem memmomlon sem Type 0- Load 01sulbudort 100.0 .0 mo 40:0 260 0.0 .20.0 .40.0 t3Attt CI@f(eCiOlt 2 0 6,566 6. .. a :. - x7.1566 - ShowAtom Doss Loods CA" t 260 60p .,.»- ,..... 200 406 160 100 54 0 ... ».._....,_. 0 �^—•. ^- -^ „ --^._• 01 4,00 C00 ,00010 4.00 a,00 a00 90.04 -200 Y -740. 400 -160 .250 ._ y... SheartM oment -Case 2 ,"' '", �.. She - Cass 6 3DD am 200 700 ai 6x#7 x#7 0 ,q, 2,00 4.00 0100 8.00 90,00 - 206 4w0 ... 0. ..,._....., ,- . �...,._. ......, __......d. 04 0,00 0. r .,.._.._.. 10.00 .701y. .460 ,,,.. '... WE Reaction 41,040 .. Column Net Area 10.4 in Fa 23.2 . Actual Height , . Fy Min Yield Stress 46,000 psi 23 1,8 Unbraced ,i 8 °° Weight w..z foot 35.24 l r 2.21 Effective Ht , a :° (Suckling Mode) 1.00 Exmil 29 . kVr . ksi A rea in . «ps *dg! 46 ƒ§ IO4 CAA! 200 23 1,8 : Status 0K 0K 0K. . Rat 23% 17% 17% .. ME Reaction 32 lbs Column Net Area 1l.: F_ � 2 . «.t. Actual 8 ft F MinY"ield Stress 46,000 psi . c 1 � , . « „ d l 8 ft .. : pAineal foot 35-24 lbs < 2.2 Effective Ht a a <i. K (Buckling M ode) 10 mil .' . . Ur k Area A� awe AdA| 4 3.2 10.4 Critical 200 232 1.4 ; ; Status 0K OK 0K \ Ratio 23% 14% 14% . . » ©, .z .:< «k Re action © , lbs Column Net Area 2.2 in Fa 14.4 Actua He 85 ft Fy Min a ©d St 36 ps i cc 16.1 �- a w » d dl 85 ft We p , 7 w r I - 16 » ,, Effective . , « (BurJding Mode) 1.00 . » mil r! . Ur k !! rea in At \Actual 88 6.2 2.2 ` CAA! 200 1 4.4 1.0 : Status OK OK OK Rao, 44% 42% 43% . Maximum Pier Load i M1' t 1 § U '� � hl) �� a Minimum Dead Load at 4 t §dy, l7 a ali,Y f+ 5 t.'i .s, "�t;.C, i�t, ,i'�;+ vliG Minimum e, Minimum bedrock Diameter Maximum End Dear Minimum Dead Load Maximum Pier Load i M1' t 1 § U '� � hl) �� a Minimum Dead Load at 4 t §dy, l7 a ali,Y f+ 5 t.'i .s, "�t;.C, i�t, ,i'�;+ vliG `� R t 7Y ' ' ill � '.. -0S>+ti',t � ��,a 2 WY.,,l�. w.14ii YWb.M�i3uY.r'Fq�iw.YrkLi t t� a+ m T I ♦ W Wi W 9 a Y q Y 4 .yy jp I II it 3 i4 4 yy J i t 1 t 41 1 t4 C4 A3Nn TWM agDvsg t a a _ a R at � E I C 4 4 @ R S ! r a Ea r t Rt ` i I ry M 9Nn _® . _.._ fit TN zm . � � � �� I I t cs .. t� l )too 1 4 Le +fit" I Diaphragm Design Ur Wind Leads Diaphragm Identification Roof #1 Lateral Force Applied ii pit Depth of Diaphragm H - 68 ft Overall Diaphragm Length L # 68 ft Sum of Full Height Panels Lw - 68 ft Number of Full Height Panels Pn. 1 Height of Largest Opening H,. 0 ft Diaphragm Member and Spacing 2x6 Cad 16 inches O/C Sheathing Top ilea f: 15/32" Pty Wail Sheathing with 8d Fasteners @ 6 inches O/C at ALL Edges & 12 Inches O/C Field Bottom Side 2. None Diaphragm Dimension 11aphragm Attachment to applicable)* .. Fasteners , 16 Inches • Requirements Drag Strut Forces Max Up = -6900 lbf Max Down = 6900 he Dimension Ratio * Okay -- -- - - - Percent Full-Height ii ftear ' t Resistance It.arg . •* • 10 i% r r.. 196oar Kesfstance ummary {Pcw i8 Teb #,1 & 2306,43 & 2MAS vith R.Wtions for Was 8 Spooft Gravity+ t - for WWI Marked Edges faS SboeftV ,**V Ass um Fasterw Penetration per 18C `*"n Value for $Wea 2 satedw for Totws Shear Required by Full Haight Panels (Avg) r j / L w * 17r1;,r = 100 plf log= maximum Diaphragm Deflection: twc23os,3.2y V« = 100 plf L. = 68.0 it E = 1.70E +06 psi A = 16.5 1n^2 H = 69.0 It G = 9.00&04 psi t = 0A69 in e. = 0.(}37 in d. = 015 in Max Deflection im 2.37 in Mimi Marked Edges faS SboeftV ,**V Ass um Fasterw Penetration per 18C `*"n Value for $Wea 2 satedw for Totws Shear Required by Full Haight Panels (Avg) r j / L w * 17r1;,r = 100 plf log= maximum Diaphragm Deflection: twc23os,3.2y V« = 100 plf L. = 68.0 it E = 1.70E +06 psi A = 16.5 1n^2 H = 69.0 It G = 9.00&04 psi t = 0A69 in e. = 0.(}37 in d. = 015 in Max Deflection im 2.37 in b „w Diaphragm Identification Roof #2 and #3 Lateral Force Applied V" - 360 pff Depth of Diaphragm H - 32 It Overall Diaphragm Length L - 69 It Sum of Full Height Panels Lw - 69 It Number of Full Height Panels P0. I Height of Largest Opening Ho. 0 ft Mnnhrnnm Marnhewnrid I.Rrinrim 2X6 a 16 inches O/C M 110�� L * 100 �Percent Full-Height Sheathing > L w Shear Resistance Adj. Factor (Col 1.40 Law-st Percent0pening Size> �11 100 0% (MC23M3,72&2306,4,1 - ) Shear Reel r (Aw 18C Tabift 2306*14 23D6,4,3 & 23D6,4.5 V0 Roduckm W & SPOCMC Grav*Y + ftKM" f Wick) -1 -Vakw AwAr" 8"04 Edam for Sftmt" Sh"thhV -Vakws Asomw MMWIM F"tmw POO� W 00 l w- Val" for SWO 2 SaWdod W TOWS Shear Required by Full Height Panels (Avg) > L / L,,, * V = 360 pff " �ia Diaphragm Deflection: pc 2,3os.3i) Vk, = 360 pif L. = MO ft E= 1.70E+06 psi Im = 855010 A = 24,8 W2 H = is ft ti t = 0.469 in e. = 0.037 in it. = 0.15 in 8671 A Max Deflection 1.26 In -Vakw AwAr" 8"04 Edam for Sftmt" Sh"thhV -Vakws Asomw MMWIM F"tmw POO� W 00 l w- Val" for SWO 2 SaWdod W TOWS Shear Required by Full Height Panels (Avg) > L / L,,, * V = 360 pff " �ia Diaphragm Deflection: pc 2,3os.3i) Vk, = 360 pif L. = MO ft E= 1.70E+06 psi Im = 855010 A = 24,8 W2 H = 32.0 ft = G = 9.00E+04 psi Sxx 3238.75 t = 0.469 in e. = 0.037 in it. = 0.15 in 8671 A Max Deflection 1.26 In kt� x �a yr r +B+i.x III] i ne m om � tt 1 1 iae b fi x 1 t r k i + r r Nam a a � �IF , OEM mom= t ......... .......... ........ . ... ..... ....... r k i Nam , �IF , OEM mom= yy�1� n=". ��} a } `'xaaku ; Sn R , �; $ r � xfi.dsl�r Rw °� � vh v�Ntm u p11 }�"t,'P' k te.uiwl u�.�wstut.u"i �ua�.vwmw�w,ta^uwu.,am` il'e }tg'Y litu��Yfafli�l �Ar,, a�=` ,Y @'�l��k"�*`�4' }- : °`l�. .ndn6kl,av,�.nt:,e „�xi��:Sxitkuku Job* : 11 701 Park Street, Unit E Client: H 6 Castle Rock,. CO 80109 asll ar Road C ASTLE s E N GINEERING, ! `Y /�► p I « s.�1 �« R4 E 1.7l� �"�w��1`t�,7y �N Ph*": (303)888 -6181 . Project Address : � R idge ado WreelCo Fax. (308) 664 - +x^243 elate; 40967 aTRu Ai, tth' GEoTB HNI AL CONSULTANTS w w.cas"*rockeng.co Design by OLD Beam Design - Graphs • Sheet Sam Beant Type Used to fa Load distribution 2000 10 WO 0.0 «9000.0 0 0 .0 ,® �.,H ^•. 9e - O.itF6T -0Zf -0.3983. Beane Deflection r. 0: 0, 010 0,0000 .. 0. 0. 0. 0. 0.1 0..... 0,00 10.00 20.00 30,00 40.00 60.00 Moo OOOCO shN. lihawftoowd Dead 1.04de =none 96iffit 9 2 9 2 5 9 9 i � X 0 0 0 0 0 0 0 0.01 9000 201x} 30.00 40.00 60.00 00.00 0 0100 50:00 20:00 30.00 40.00 60.00 MOD S itPri #Iit+ Sho lP41eswnt Case 5 � } 5 1 i 5 � 0 0 0 0 0 0 0 0 0 0 000 90.00 20.00 30.(X3 40.00 50.00 60.00 000 "10.00 1 20.00 3040 40.00 50100 0}:00 M �e,•:�n �www�w�a.w.ww..x. k • : r x . # f' x C* Wado x:: 201 Design ► ► M �e,•:�n �www�w�a.w.ww..x. 701 Park Street, Untt .tats : 11 ixNerkt : H~ 6 Castle Rock, CO 00109 , 11913 est1 -70Yr tt Ad w wrp..r♦ C aMt± + {.up►wSTLE,ROCK ENGINEERING, I v" Phone. Project C oWodo 303)W"161 flats. 7 S TRUCTURAL & GEOTECHNICAL CONSULTANTS wwwxastlerockengcM Desi by: OLD Beam Design - Graphs - Sheet 2 Lose Distribution 0 0 1000,0 0, .1 .0 0 0 4000, Burn De lecoon 0.t _�� n - 0.1000" WOO 20:00 30.00 40AO 60.00 seen .0,3000 0. .0. -t1. .0,7 000 -a. -1. ...w„� tiwoi# 16640 Loa sheadMOMM Cape 1 i M 1 1 1 1 } f 1 9 SOM 0 a 0 0 .00.00 0.00 10.00 2000 ,.. 40,00 50.00 03.00 -. i i 1 i } 1 1 1 1 i 1 i 0 0 a a' 0 0 . 0 0 a 0.00 10,00 2000 . 60.00 40,00 60.00 60.00 a 0.00 10.00 20.00 30.00 40.00 fiO,Qa 60.00 r.4 f 7r i" 11913 Weg PO « .t, t♦ Daw 2128=12 w e .. by t k r.4 ...�� ■ e Job C ', a,. iw e..:�.s.:e,a t�t.ti .. P e P. ... -::,- , : .. x.. do w Vatc 212812012 De OLD ■ m�v ::: •.; � a «:. .. ra r u ° .'a a,. iw e..:�.s.:e,a t�t.ti 0 [ rat I M m�v st"ArMhOWAM O"d Shearthdomortt - C"o 2 Job#: 11-6606 701 Park Street, Unit E 20M sm- Cuo"t fiew Buodhv 1,20 Castle Rock, C O 80109 :0000 - 11 913 west t-7o Fforftp Road OCK NGINEER R EING, INC. Phone. (303) $0041 SM Project Address: whom Mdge, Cowado Fax. (303) 660-6243 01 Dote: 40967 tkL& G_OT ECHNICAL: CONSULTANTS� con zoo, Destrin by. OLD Beam Design - Graphs • Sheet 2 Soom klontlficaflon MPt Type Momerd Plate LOO 01suit"Alon , 1 4-4000,0 -40MIO .60M.0 st"ArMhOWAM O"d Shearthdomortt - C"o 2 0.20 0.40 0160 oleo IoD 4.211 eeM. qua 20M sm- 1,20 :0000 - SM 01 221 zoo, 0..20 -IOM ai -20DDO 0.20 0.40 0160 oleo IoD 4.211 eeM. qua 221 11,20 0.40 oso 0180 I'M CASTLE ROCK ENGINEERING, INC. STRUCTURAL & GEoTEcHmcAL Cow uLTANTs O*UBSURFACE INVESTIGATION AND FOUNDATION RECOMMENDATIONS I azl# ;7IM-461 IfiA z - jggggggflwu� 701 Park Street, Unit E, Castle Rock, » # 8010« Phone: (303)688-5151 Fax: (303)660-5243 www.castierockeng.com � /rX e� / Joseph A Jesik, P.E. :tom ■ <2a »y » °: i .,.. , ��«< :..ya. =�� +- ■w� ■2# « ®© »� <: WN �' *�2a « ~ ■a� »�\ k. ■ 2 i M I NOW= • MUDD R.103AWIMINUMS �� Castle Rock Engineering has completed a subsurface investigation for the subject property, This report presents the results of that investigation. The investigation was performed at the request of Tom Schnabel in order to comply with local requirements and to determine the most appropriate f foundation type for this site. Please refer to Appendix A thru C for additional data on the soils encountered during the exploration. The expansive soils that are present on this site imply risk of heaving and damage to slabs-on-grade, foundations, and other flatwork. Recommendations in this report will help control this risk, however will not eliminate the risk. With respect to the soil Investigation performed at this site, and the intended structure as described by the client named above, the structure may be founded on the following: CASTLE ROCK SUBSURFACE INVESTIGATION PROJECT O 6 Piers must be vertically reinforced throughout their length using a minimum of 345 grade 60 rebars, the rebar must also extend into the foundation walls a minimum of fluid There must be a minimum 4-inch void space under grade beams to separate the grade beam from the soil. Foundation walls should be designed to withstand active lateral pressures equal to an equivalent pressure of 45 # Test hole(s) were drilled in the Vicinity of the proposed structure (see Site Map) using truck-mounted power auger equipment. Subjective analysis of the soil conditions was also made in the field during the drilling operations. Subsurface conditions represent the results • this investigation •as upon the field and laboratory analysis as well as our experience in the area. Investigations performed on nearby sites may also. have been considered in these results. 0 i t• - 0 If some movement of a concrete floor slab • grade is not acceptable, finished room areas should be constructed utilizing a structural floor system over a crawl space. 3 Should the owner elect to accept the risks • expansive / consolidating soils CASTLE ROCK ENGINEERING SUBSURFACE INVESTIGATION PROJECT NO: 11-6606 impervious. All walls over 4 feet high should have floor systems in place or be well braced prior to backfill process to prevent damage from lateral pressure. The method of controlled puddling or flooding the •ackfill zone �LogLd not bg gseO. Surface water running toward the structures from up ope areas should be diverted around and away from the structures by means of drainage swales • other similar measures. lijill 0-4 1111 1 , (OW-A 111 11 1 a 0 1 1 Mimi 11 WWI 00 the edging. of the structure as dry as possible. Sprinkler heads or other irrigation components should not be placed in, nor should they release water into, the area that is within 5 feet of the structure. the backfill. The use of Ion downspout extensions in-place oi splash blocks is advisable. I ^ I 1 0 1 ^ 0 11 # # # * # # =03 Mall" ralML-1 1111#1"a r57 =777"7�7 12.UMITATIONS Il m AM m y • a 1 0 0 1 R +It a I Y X 151, x U— y y i �� " ttryry l 0 / 0 C L 4 0 2�y t,.efi iil ta+ Q Ec{- Vd W D pPl Vl L� m .. t � stt � t rt k M • ! M • M • y b t ! t Y • Y Y Y i 151, x U— y y i �� " ttryry l 0 / 0 C L 4 0 2�y t,.efi iil ta+ Q Ec{- Vd W D pPl Vl L� +� 1 E M Park Street, stle Rock. CO 80109 STRUCTURAL & GEOTE CONSULTANTS ! .. ...l.k.. .. AP D: SWELL C! i w CASTLE ROCK ENGINEERING, INC. STRUOTURAL & GEOTECHNICAL CONSULTANTS CUSTOMER NAME: Hellman Office JOB #: 11-6606 JOB ADDRESS: 11913170 Frontage Rd N, Wheat Ridge, DRILL DATE: 12/15/11 co BORE #1 @ 14 FT nllg.. . �M Sandst ne, Silty to V. Silty, i Mioacious, V. Hard, Moist to Wet, Orange Brown los 701 Park St, Unit E Castle Rock, C080109 Phone: 303-688-5151 Fax: 303-660-5243 www,castierockeng.com CASTLE ROCK ENGINEERING, INC. STRUCTURAL & GEOTECHNICAL CONSULTANTS CUSTOMER NAME: Hellman Office JOB #: 11-6606 JOB ADDRESS: 11913170 Frontage Rd N, Wheat Ridge, DRILL DATE: 12/15/11 co .. .. BORE 701 Park St, Unit E Castle Rock, CO 80109 Phone: 303-688-5151 Fax: 303-660-5243 www.castlerockeng.com 0 or ra - - --- - ----------- t Man Made Fill, Sand, Clay, Gravel 701 Park St, Unit E Castle Rock, CO 80109 Phone: 303-688-5151 Fax: 303-660-5243 www.castlerockeng.com APPENDIX E.".2RAIN ROUND FOUNDATION DETAILS APPROVED ,� o ' F U Subject t Inspections Wheat Ridge Builk-lifing Dept. Im Signed Plan checker A PPROVED Subject to Field Inspections Wheat Ridge Bu0ding Dept. Datw Plan checker DRAINAGE AROUND FOUNDATION CASTLE ROCK ENGINEERING, WALL STRUCTURAL • GEOTECHNICAL CONSULTANTS 5V MIN /-POOF GUTTER DOWNSPOUT AND FXTEN5(ON 5HOULD E)ffNO BEYOND GRAVEL OR BARK CONSTRUCT FLOOR5 \tTLL SLOPED BACA FILL OR BRACE WALLS TOP 10% FOR FR 5T I a-0 BOTTOM PRIOR TO DACKFILUNG DECORATIVE GRAVEL OR BARK FOUNDATION DE51GN BY OTHER" WOOD OR METAL EDGE W1 WEEP hOLE5 OF, t 5FACE TO ALLOW FREE FLOW Or WATER 1A TOP 12 WELL: COMPACTED BACKFILL MODERATELY COMPACTED BACKFILL -00 NOT OVER WET OR PUDDLE WATER DURING BACKFILL (5EE REPORT FOP, CAUTION ON hYDRMTATIC LOAD5) -DO NOT ALLOW LARGE MACHINE TRAFFIC DURING 5ACKFILL DRAINAGE AROUND FOUNDATION CASTLE ROCK ENGINEERING, WALL STRUCTURAL • GEOTECHNICAL CONSULTANTS 11 RVE SUbject to Field It isr,sntblls v ~ ~ L 0 F- ~ a w ~ W m E.°,. •y c U ~ > F- LLI ' w ~o O `~M du,~oZ m 0 _j•~_ IJ,J Uc N ~o wcn;MV N } Q V' M W Ul c.) o ~ V 1 ` LL g y~`. O a O S U El U c3 s ~ ; O ~ \OOE o ~ 40 f(~J 6 N ~ ~ Q ~ 0 c 0 U a N ~ ` a ~ o Q `o a a a a) ~ E N ~ ~ 0 U a) n N C 0 o ~ r,d„ N S] O U f0 U Q m N N a) .C V O 'y o p a: m Z ❑ ❑ ❑ ~ ~ ~ LO ~ N ~ ~ ~ 'o ~ a E m d a i r ~ 0 .U ~ N ~ Y 0 U a~ n N C ~ ~ ~ 47 co 0 7500 West 29th Avenue The City of VJheat Ridge, Colorado VV 11eat Telephone 303/235-2846 Rll DATE: January 16, 2002 OFFICIAL ADDRESS NOTIFICATION NOTIF'ICATION is hereby given that the following address has been assigned to the property/properties as indicated below: PROPERTY OWNER(S): Lake Front Partners 632 Gold Run Rd Boulder CO 80302 (Lots 1& 31 R W Holdines LLC 7790 S Race St Littleton CO 80122 (Lot 2) Lan-Y D Welch 11907 W I 70 Frontaee Rd N Wheat Rid¢e CO 80033 (Lot 4). Gilh an Homes of Colorado Inc 11901 W I 70 Frontaee Rd N Wheat Ridee CO 80033 (Lot 6)_ OLD ADDRESS: 4800 Tabor St Wheat Ridee CO 80033 (vacant industrial) NEW ADDRESSES: Lot 1- 11925 W I 70 Fronta¢e Rd N WheatRid¢e, CO 80033 Lot 2- 11919 W I 70 Fronta¢e Rd N Wheat Ridee CO 80033 Lot 3- 11931 W I 70 Frontaae Rd N Wheat Ridee, CO 80033 Lot 4 11913 W I 70 Frontace Rd N Wheat Ridee, CO 80033 Lot 6• 11937 W I 70 Frontaee Rd N Wheat Rid¢e. CO 80033 SUBDIVISION: Lakemont Center Staee 2 LOT(s) 1 2 3 4& 6 BLOCK LEGAL DESCRIPTION: SEE ATTACHED AUTHORIZED BY: DATE: DISTRIBIJTION: 1. Properry Owner 2. Jefferson CounTy Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Pazkway, Golden, 80419 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, 80033 5. Xcel Energy, AT"I'N: Conespondence, P.O. Box 840, Denver, 80201 6. Qwest Communications, Attn: Shirley Campbell, 12121 Grant Street, Room 601, Thomton, CO 80241 7. WaterDistrict: Valle 8. Sanitation District: Fruitdale 9. Fire District: Arvada 10. Wheat Ridge Police Deparlment 11. Wheat Ridge Planning Division 12, Wheat Ridge Building Division 13. Log File 14. Other: NOTE: Please notify all other parties concemed. ADDRESS MAP UPDATED BY: DATE: "T'he Carnation City" Of C 49 90 0 * NDHAEL L. HUDD 8 .1261 1 it � 1/2" SOFFIT BOARD MATERIAL SECURED TO BOTTOM OF ROOF JOISTS. PRIME AND PAINT �. rrr rnr STEEL PLATE NTH (2) 3/4' DIM. _ THRU —BOLTS SECURED TO 4x6 RUFF —SAWN WOOD POST AND LAMINATED BEAM, REFER TO — STRUCTURAL �TLOCK Y I.U. 46RY 46 P.T. WOOD POST BOLTED TO BEAM CAULK JOINT AROUIID PERIMETER OF P.T. WOOD COAOMN SOLID JUMBO BRIGS AS ROW —LOCK. EXTEND ROW —LOCK MIC K OUT 3/4' FROM FACE OF CW, SLOPE ROW —LOCK 1/4' THIN JUMBO BRICK SECURED TO 8' STANDARD —FACE CUB. MASONRY UNITS REFER TO ELEVATIONS �1 PILASTER SECTION I 1 " =1' -0• 5.9 - 0 "x2'-0" SO., CC ME 412 P.T. WOOD POST CO. STANDING SEAM METAL ROOF WITH VINYL WEATHERSEAL "FOREST GREEN" BY BERRIDGE (CEE -LOCK SNAP -LOCK) OR EQUAL, ON (2) LAYERS 15/ ASPHALT FELT ON 5/8' EXTERIC GRADE OSB ON ROOF JOISTS 1' -0" COL 7 "x7" SQ. Ll 24" SQUARE CONCRETE PILASTER. a REFER TO STRUCTURAL . a. TO. NC. REFER TO STRUCTURAL FOR REINFORCING IN FOUNDATION WALL AT NEAR AND FAR SIDE 8' SPLIT —FACE COIMTE MASONRY UNIT AT SkSE OF BUILDING (3 COQ) REFER TO STRUCTURAL FOR REWORCNG STEEL SADDLE WITH BASE PLATE NTH ANCHOR BOLTS INTO COIC, PILASTER ON 1 GROUT BED 1' NON SHRINK GROUT BED CONT. EDGE FLASHING CLOSURE, MIN. 6" UP ROOF AND 2" DOWN FASCIA PREFINISHED CUTTER AND DOWNSPOUT SPIKE TO 1x10 FASCIA 1x10 FASCIA SECURED TO 2x P.T. BLOCKING .. o 3' LONG LEG STUD TRACK SECURE TO OONC. FLOOR AS REQUIRED WALL BASE GLUED TO GYP. BOARD WALL �1 PILASTER SECTION ( OAT L 1 " ' =1-0• J 1t/2• -1• -0• 3 5/8' 25 GA. METAL STUDS AT 24' O.C.. SUSPENDED FROM TRUSS OR BLOCKING 5/8' GYP BOARD (WATER RESISTANT AS REQUIRED) SECURED TO BOTH SIDES OF METAL STUDS AND 1' ABOVE STUD TRACK, DO NOT FASTEN GYP. BOARD TO STUD TRACK. HOLD GYP. BOARD 1' ABOVE CONC. FLOUR IT a Wheat Ridge Building Department pproved BULL IA ' D T Validity of permit: The issuance of a permit or approval of plans, speaficalions and computations shall not be a permit for, or an approval of, any violation to any of the provisions of the building code or of any City ordinances. Permits presuming to give authority to violate or cancel the provisions of the building codes or other ordinances of the City shall not be valid. APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: SignE Work shall comply with 2006 IBC, IPC, IMC, IFGC, IFC, 2005 NEC and any applicable City of Wheat Ridge Municipal Codes. PARTITION TYPES 3 5/8 25 GA. METAL STUDS AT 24 O.C. WITH 5/8• GYP BOARD (WATER RESISTANT AS REQUIRED) AT EACH SIDE TO UNDERSIDE OF FRAMING FOR GYP BOARD CEILING. PROVIDE SOUND BATTEN INSULATION FULL HEIGHT AND THICKNESS OF WALL AS NOTED BY SB. 5' NOMINAL WALL DIMENSION FBI 6" 25 GA, METAL STUDS AT 24' O.C. WITH 5/8" WATER RESISTANT GYP 80ARD AT EACH SIDE TO UNDERSIDE OF FRAMING FOR GYP. BOARD CEILING. PROVIDE SOUND BATTEN INSULATION FULL HEIGHT AND THICKNESS OF WALL AS NOTED BY SB. 7' NOMINAL WALL DIMENSION © FURRING WALL, 1 1/2' 25 GA. METAL STUDS AT 24' O.0 NTH 5/8" GYP BOARD TO UNDERSIDE OF FRAMING FOR GYP BOARD CEILING. 2 1/4' NOMINAL WALL DIMENSION 0 42' HIGH WALL: 3 5/8' 25 GA. METAL STUDS AT 24' O.C. WITH 5/8" GYP. BOARD AT ALL SIDE. 5' NOMINAL WALL DIMENSION KEY NOTES - FLOOR PLAN O EXPOSED 5' CONCRETE SLAB WITH W.W.F. CURE —N —SEAL. REFER TO STRUCTURAL DRAWINGS FOR SAW CUTS AND CONTROL JOINTS O OFFICE AREA WITH 5" CONCRETE SLAB WITH W.W.F. REFER TO STRUCTURAL DRAWINGS FOR SAW CUTS AND CONTROL JOINTS O 12' CONCRETE MASONRY UNIT NTH FOAM INSULATIO REFER TO STRUCTURAL FOR REINFORCING AND ELEVATIONS FOR MASONRY TYPE (CMU BLOCK WALL HAS AN R VALUE OF 19.06 WITH LOOSE FILL (PERUTE) AT EMPTY CELLS AND POLYURETHANE FOAM AT CAVITY. GROUTED CELLS AT 32 O.C.) ® 2'x4 1/2" 'HARTFORD GREEN" ANODIZED ALUMINUM STOREFRONT FRAMING SYSTEM WITH i SOLAR GREEN INSULATING GLASS. PROVIDE TEMPERED GLAZING AT AREA ADJACENT TO ENTRY DOORS AND ALONG WALKWAY AS INDICATED. PROVIDE DEFLECTION TRACK AT HEAD AND SILL PIECE. SHIM STOREFRONT FRAME AS REQUIRED AND CAULK ALL JOINTS — TYPICAL 0 STEEL COLUMNS. FURR AROUND AS REQUIRED. REFER TO STRUCTURAL © 12' -0' VIDE CONCRETE PATIO AND DRIVE. REFER TO SITE PLAN Q 22 "x30" ATTIC ACCESS, GYP. BOARD PANEL ® 24'x24' MOP BASIN TO REMAIN. REFER TO MECHANICAL 0 40 GALLON ELECTRIC WATER HEATER. REFER TO MECHANICAL 10 24' x24 'x3 /4' PLYWOOD, TENANT TELEPHONE / SECURITY BACKBOARD. PROVIDE OUTLET. REFER TO ELECTRICAL 11 PLASTIC LAMINATE TOP WITH 4' HIGH BACK SPLASH, SECURED TO WALLS AND BASE CABINETS. COORDINATE BLOCK —OUTS WITH PLUMBING REQUIREMENTS. INSTALL 2 COMPARTMENT STAINLESS STEEL SINK WITH GARBAGE DISPOSAL INSTALL DISHWASHER AND INSTALL UPPER CABINETS ABOVE TOP. CAULK AL JOINTS. COORDINATE ALL CABINETS WITH OWNER. REFER TO DETAIL 6/A -5 12 PLASTIC LAMINATE TOP, SECURED TO WALLS AND BRACE AS REQUIRED. 00"NATE BLOCK —OUTS WITH PLUMBING REQUIREMENTS. CAULK ALL JOINTS 13 DOWN SPOUT TO PRECASET SPLASH BLOCK 14 SUSPENDED UNIT HEATER ABOVE. REFER TO MECHANICAL 15 META. STUDS TO 8 -0' A.F.F. WITH 6' 25 GA, METAL STUDS AT 16' O.C. AS CEILING JOISTS. INSTAL 1/2' PLYWOOD ON JOISTS, 5/8' GYP. BOARD AT CEILING, INSULATE WAILS AND CEILING UTILITY AND STORAGE ROOMS ONLY 16 PLASTIC LAMINATE TOP AT 36' A.F.F., SECURED TO WALLS AND BASE CABINETS. CAULK ALL JOINTS. COORDINATE AL CABINETS NTH OWNER. REFER TO DETAIL 7/A -5 P442'�VlTto- QfJ<5 <c.� NI R Z J rw III Z I J J, WI JOB No. O M 'Z C'7 � O � O Q.. wQ Q Zp LL w w T T T DRAWN J.P. CHECKED r1.R ISSUED m2 -23 -I2 REVISIONS FL"W2 DEFT. 03.08 -12 SHEET NO. i [A -'K U OLVWLM Al 24 U.l.. WERE WALL IS PARALLEL TO W 02 a. U 0 cf u ro oa � m � x d � O a� �A Of C 49 90 0 * NDHAEL L. HUDD 8 .1261 1 it � 1/2" SOFFIT BOARD MATERIAL SECURED TO BOTTOM OF ROOF JOISTS. PRIME AND PAINT �. rrr rnr STEEL PLATE NTH (2) 3/4' DIM. _ THRU —BOLTS SECURED TO 4x6 RUFF —SAWN WOOD POST AND LAMINATED BEAM, REFER TO — STRUCTURAL �TLOCK Y I.U. 46RY 46 P.T. WOOD POST BOLTED TO BEAM CAULK JOINT AROUIID PERIMETER OF P.T. WOOD COAOMN SOLID JUMBO BRIGS AS ROW —LOCK. EXTEND ROW —LOCK MIC K OUT 3/4' FROM FACE OF CW, SLOPE ROW —LOCK 1/4' THIN JUMBO BRICK SECURED TO 8' STANDARD —FACE CUB. MASONRY UNITS REFER TO ELEVATIONS �1 PILASTER SECTION I 1 " =1' -0• 5.9 - 0 "x2'-0" SO., CC ME 412 P.T. WOOD POST CO. STANDING SEAM METAL ROOF WITH VINYL WEATHERSEAL "FOREST GREEN" BY BERRIDGE (CEE -LOCK SNAP -LOCK) OR EQUAL, ON (2) LAYERS 15/ ASPHALT FELT ON 5/8' EXTERIC GRADE OSB ON ROOF JOISTS 1' -0" COL 7 "x7" SQ. Ll 24" SQUARE CONCRETE PILASTER. a REFER TO STRUCTURAL . a. TO. NC. REFER TO STRUCTURAL FOR REINFORCING IN FOUNDATION WALL AT NEAR AND FAR SIDE 8' SPLIT —FACE COIMTE MASONRY UNIT AT SkSE OF BUILDING (3 COQ) REFER TO STRUCTURAL FOR REWORCNG STEEL SADDLE WITH BASE PLATE NTH ANCHOR BOLTS INTO COIC, PILASTER ON 1 GROUT BED 1' NON SHRINK GROUT BED CONT. EDGE FLASHING CLOSURE, MIN. 6" UP ROOF AND 2" DOWN FASCIA PREFINISHED CUTTER AND DOWNSPOUT SPIKE TO 1x10 FASCIA 1x10 FASCIA SECURED TO 2x P.T. BLOCKING .. o 3' LONG LEG STUD TRACK SECURE TO OONC. FLOOR AS REQUIRED WALL BASE GLUED TO GYP. BOARD WALL �1 PILASTER SECTION ( OAT L 1 " ' =1-0• J 1t/2• -1• -0• 3 5/8' 25 GA. METAL STUDS AT 24' O.C.. SUSPENDED FROM TRUSS OR BLOCKING 5/8' GYP BOARD (WATER RESISTANT AS REQUIRED) SECURED TO BOTH SIDES OF METAL STUDS AND 1' ABOVE STUD TRACK, DO NOT FASTEN GYP. BOARD TO STUD TRACK. HOLD GYP. BOARD 1' ABOVE CONC. FLOUR IT a Wheat Ridge Building Department pproved BULL IA ' D T Validity of permit: The issuance of a permit or approval of plans, speaficalions and computations shall not be a permit for, or an approval of, any violation to any of the provisions of the building code or of any City ordinances. Permits presuming to give authority to violate or cancel the provisions of the building codes or other ordinances of the City shall not be valid. APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: SignE Work shall comply with 2006 IBC, IPC, IMC, IFGC, IFC, 2005 NEC and any applicable City of Wheat Ridge Municipal Codes. PARTITION TYPES 3 5/8 25 GA. METAL STUDS AT 24 O.C. WITH 5/8• GYP BOARD (WATER RESISTANT AS REQUIRED) AT EACH SIDE TO UNDERSIDE OF FRAMING FOR GYP BOARD CEILING. PROVIDE SOUND BATTEN INSULATION FULL HEIGHT AND THICKNESS OF WALL AS NOTED BY SB. 5' NOMINAL WALL DIMENSION FBI 6" 25 GA, METAL STUDS AT 24' O.C. WITH 5/8" WATER RESISTANT GYP 80ARD AT EACH SIDE TO UNDERSIDE OF FRAMING FOR GYP. BOARD CEILING. PROVIDE SOUND BATTEN INSULATION FULL HEIGHT AND THICKNESS OF WALL AS NOTED BY SB. 7' NOMINAL WALL DIMENSION © FURRING WALL, 1 1/2' 25 GA. METAL STUDS AT 24' O.0 NTH 5/8" GYP BOARD TO UNDERSIDE OF FRAMING FOR GYP BOARD CEILING. 2 1/4' NOMINAL WALL DIMENSION 0 42' HIGH WALL: 3 5/8' 25 GA. METAL STUDS AT 24' O.C. WITH 5/8" GYP. BOARD AT ALL SIDE. 5' NOMINAL WALL DIMENSION KEY NOTES - FLOOR PLAN O EXPOSED 5' CONCRETE SLAB WITH W.W.F. CURE —N —SEAL. REFER TO STRUCTURAL DRAWINGS FOR SAW CUTS AND CONTROL JOINTS O OFFICE AREA WITH 5" CONCRETE SLAB WITH W.W.F. REFER TO STRUCTURAL DRAWINGS FOR SAW CUTS AND CONTROL JOINTS O 12' CONCRETE MASONRY UNIT NTH FOAM INSULATIO REFER TO STRUCTURAL FOR REINFORCING AND ELEVATIONS FOR MASONRY TYPE (CMU BLOCK WALL HAS AN R VALUE OF 19.06 WITH LOOSE FILL (PERUTE) AT EMPTY CELLS AND POLYURETHANE FOAM AT CAVITY. GROUTED CELLS AT 32 O.C.) ® 2'x4 1/2" 'HARTFORD GREEN" ANODIZED ALUMINUM STOREFRONT FRAMING SYSTEM WITH i SOLAR GREEN INSULATING GLASS. PROVIDE TEMPERED GLAZING AT AREA ADJACENT TO ENTRY DOORS AND ALONG WALKWAY AS INDICATED. PROVIDE DEFLECTION TRACK AT HEAD AND SILL PIECE. SHIM STOREFRONT FRAME AS REQUIRED AND CAULK ALL JOINTS — TYPICAL 0 STEEL COLUMNS. FURR AROUND AS REQUIRED. REFER TO STRUCTURAL © 12' -0' VIDE CONCRETE PATIO AND DRIVE. REFER TO SITE PLAN Q 22 "x30" ATTIC ACCESS, GYP. BOARD PANEL ® 24'x24' MOP BASIN TO REMAIN. REFER TO MECHANICAL 0 40 GALLON ELECTRIC WATER HEATER. REFER TO MECHANICAL 10 24' x24 'x3 /4' PLYWOOD, TENANT TELEPHONE / SECURITY BACKBOARD. PROVIDE OUTLET. REFER TO ELECTRICAL 11 PLASTIC LAMINATE TOP WITH 4' HIGH BACK SPLASH, SECURED TO WALLS AND BASE CABINETS. COORDINATE BLOCK —OUTS WITH PLUMBING REQUIREMENTS. INSTALL 2 COMPARTMENT STAINLESS STEEL SINK WITH GARBAGE DISPOSAL INSTALL DISHWASHER AND INSTALL UPPER CABINETS ABOVE TOP. CAULK AL JOINTS. COORDINATE ALL CABINETS WITH OWNER. REFER TO DETAIL 6/A -5 12 PLASTIC LAMINATE TOP, SECURED TO WALLS AND BRACE AS REQUIRED. 00"NATE BLOCK —OUTS WITH PLUMBING REQUIREMENTS. CAULK ALL JOINTS 13 DOWN SPOUT TO PRECASET SPLASH BLOCK 14 SUSPENDED UNIT HEATER ABOVE. REFER TO MECHANICAL 15 META. STUDS TO 8 -0' A.F.F. WITH 6' 25 GA, METAL STUDS AT 16' O.C. AS CEILING JOISTS. INSTAL 1/2' PLYWOOD ON JOISTS, 5/8' GYP. BOARD AT CEILING, INSULATE WAILS AND CEILING UTILITY AND STORAGE ROOMS ONLY 16 PLASTIC LAMINATE TOP AT 36' A.F.F., SECURED TO WALLS AND BASE CABINETS. CAULK ALL JOINTS. COORDINATE AL CABINETS NTH OWNER. REFER TO DETAIL 7/A -5 P442'�VlTto- QfJ<5 <c.� NI R Z J rw III Z I J J, WI JOB No. O M 'Z C'7 � O � O Q.. wQ Q Zp LL w w T T T DRAWN J.P. CHECKED r1.R ISSUED m2 -23 -I2 REVISIONS FL"W2 DEFT. 03.08 -12 SHEET NO. i [A -'K U OLVWLM Al 24 U.l.. WERE WALL IS PARALLEL TO