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Home My WebLink AboutMiscellaneous Structural CorrespondenceTectonic Management Group 6695 \V(.'Sl 48lh A\ enue Phone: 303--W3-1228 Wheal Ridge. COLORADO 80033 Fn:i: 303-403-1229 TITLE: RFl#4 -Misc Structural Questions PROJECT: AAS-RIL, FBO REN GC TO: Attn: Nick Weber Tectonic Management Group 6695 W. 48th Ave. Wheat Ridge, CO 80033 Phone: 303-403-1228 Fax: 303-403-1229 WORK IMPACT: Unknown REQUEST: SCHEDULE IMPACT: No REQUEST FOR INFORMATION No. 00004 DATE: 3/1 1/2016 JOB: 23022GC STARTED: COMPLETED: REQUIRED: 3/11/2016 COST IMPACT: No I. The 16" diameter ductwork routing feeding the underslab ductwork appears to conflict with both the Footing F40 and Column at J line between Line 3 and 4. Alternate routing around column and potential footing offset may be required. 2. There are several areas near the FBO main entry and waiting area where the footings will not have adequate earth cover for frost protection. Is it acceptable to place rigid insulation on the vertical and horizontal faces of the continuous footing to protect the foundation? 3. At the shear wall thickened concrete -does the 12" thickness occur only at the shear walls noted at the dashed line or does it continue all the way to column. A transition to 4" concrete could occur unless full thickness needed. See S2.00 Line E6. PROPOSED SOLUTION: 1} Move F40 Footing 1 '-0" to the South. 2) Acceptable, insulation to be R5.6 minimum. 3) 12" Thickness extends full width of existing slab from grid EA to EB. J Hohmann I KLA Requested By: Tectonic Management Group Signed:---------- Thomas Cook, VP ~ tectoni·c I Architecture ~ Con~trudion ManaQement manaoement orou~ inc General Contractinq 669S We~ •Sitt b~ue Jl~Ut ~·~qe. co 1003) lGl 4(1312ll Reviewed and Approved as Noted ~ I .//'}/_ / Date 3/16/2016 /\.."'--1"l,.;~ N1ch olasA Weber Arcf11tee1 ;r.!AS::;~c:<r':'ll:.t;C'1?'11;.:rG"U.::~..l'C;l,r.~U~·-£:;,.-.;.:-:o::.\E\; =.i.. ~ 'C' rca: ·.: i.:.·a •H :n~.-.-;;100-:l.:.'m ~ '" •~ 11:1 !H.-~ (Ii•!'~~ 311 1/2016 I , Jim Wilson From: Sent To: Dwayne Felker <dfelker@tectonicdesignbuild.com> Friday, December 18, 2015 8:53 AM Jim Wilson Subject: Fwd: Atlantic Aviation -Rifle FBO -Gas Line/ Snowmelt Boiler Dwayne Felker Construction Superintendent tectonic management group, Inc. 214-770-6493 --------Original message ------- From: Matthew Arzt <MArzt@Bcer.com> Date: 12/15/2015 5:24 PM (GMT-07:00) To: Tom Cook <tcook@tectonicdesignbuild.com> Cc: Nick Weber <nweber@tectonicdesignbuild.com>, Kevin Larson <klarson@tectonicdesignbuild.com>, Dwayne Felker <dfelker@tectonicdesignbuild.com> Subject: RE : Atlantic Aviation -Rifle FBO -Gas Line/ Snowmelt Boiler Tom- We've confirmed the gas line size will remain as currently shown (1-1/2") in the 100%CO set, despite the new snowmelt boiler demand. Best Regards, Matthew Arzt Senior Mechanfcal Consultant I LEED AP BD+C 5420 Ward Road , Suite 200 Arvada, Colorado 80002-1838 Phone: 303-422-7400 x248 Fax: 303-422-7900 www.bcer.com From: Tom Cook [mailto:tcook@tectonicdesignbuild.com] Sent: Tuesday, December 15, 2015 5:28 AM To: Matthew Arzt Cc: Nick Weber; Kevin Larson; Dwayne Felker Subject: Atlantic Aviation -Rifle -Gas Line/Boiler 1 Matt- The new gas service in the hangar to refeed the radiant heaters is starting this week. The pipe and fittings are onsite. Will the gas line size change with the addition of the boiler to the system? We need to know of any impact today if possible. Thank you. Thomas A. A. Cook Vice President tectonic management group, inc. Desi gn/Build Architecture I Construction Management I Genera l Contracting 303.883.5177 cell I 303.403.1228 office • 303.403.1229 fax www.tectonicdesignbuild.com ~ Please consider the environment before printing this ema'I. 2 Dwayne Felker From: Sent To: Subject: Dwayne, Jake Hohmann <jhohmann@klaa.com > Wednesday, February 24, 2016 9:32 AM Dwayne Felker RE: Atlantic -Rifle FW: FBO stem wall As discussed it is acceptable to wet-se t the foundation wall dowels as long as the inspector is present and the alternate hook orientations are maintained. Thanks, James C Hohmann, P.E., S.E. Principal and V .P 421 East Fourth Street Loveland . CO 80537 T: 970-667-2 426 C: 303-859-7195 wwwklaacom Revolutionizing the way structures are designed and built From: Dwayne Felker [mailto:dfelker@tectonicdesignbuild.com] Sent: Wednesday, February 24, 2016 7:13 AM To: Nick Weber <nweber@tectonicdesignbuild.com>; Jake Hohmann <jhohmann@klaa.com> Subject: RE: Atlantic • Rifle FW: FBO stem wall The picture is looking south . There Is a stem wall at EB the stem wall at E3 has approximately 10-11" left after demo per plans was done. Any more questions, let me know. Thank You, Dwayne Felker Superintendent tectonic management group, me. Design/Build Architecture I Construction Manage men t I General Contracting 214.770.6493 cell I www.tectonicdesignbuild com ~ Please cons ider the en viro nment be fore printing this ema il From: Nick Weber Sent: Tuesday, February 23, 2016 4:48 PM To: Dwayne Felker <dfelker@tectonicdesi gnbuild.com> Subject: FW: Atlantic -Rifle FW : FBO stem wall Andy Schwaller From: Sent: Tom Cook <tcook@tectonicdesignbui ld.com> Wednesday, March 16, 2016 11:03 AM To: Andy Schwaller Cc: Subject: Jim Wilson; Kevin Larson; Nick Weber; Dwayne Felker RE: FBO Attachments: 23022 AAS-RIL FBO RFI 004 Misc Structural Questions 3-16-16_ARCH Final.pdf Thanks Andy - We have also placed some insulation on the vertical and horizontal faces of the continuous footing in addition to the stem wall insulation where we may lack coverage -this was approved by our structural engineer. We have attached the RFI response to you which includes the direction from our structural. Thank you. Thomas A. A. Cook Vice President tectonic management group, inc . Deslgn/Build Architecture I Cons1ruclion Management I General Conlracting 303 .883.51 77 cell I 303.403.1228 office I 303 .403.1229 fax www.tectonicdesignbui ld.com ~ Please consid er the environmen t before p rin ting this email. From: Andy Schwaller [mailto:aschwaller@garfield-county.com] Sent: Wednesday, March 16, 2016 10:19 AM To: Tom Cook Cc: Jim Wilson Subject: RE: FBO I believe all is O.K. Jim had some concerns with frost protection for the areas shown with the pictures. It appears the plans due show fill being brought in to cover these footers and piers. Thanks for the response. Andy Schwaller Building Official Garfield County From: Tom Cook [mailto:tcook@tectonicdesignbuild.com] Sent: Tuesday, March 01, 2016 10:23 AM To: Andy Schwaller <aschwaller@garfield-county.com> Cc: Kevin Larson <klarson@tectonicdesignbuild.com >; Nick Weber <nweber@tectonicdesignbuild.com>; jhohmann@klaa.com: Dwayne Felker <dfelker@tectonicdesignbuild.com> Subject: FW: FBO Andy- Hope all is going well. We received this from Mr. Wilson this morning on th e FBO project. Respectfully I am not sure what needs to be clarified at this point -the building location is per approved plans and the foundation is being installed per plan with the exception of one area at the South which has been dropped to provide adequate frost coverage at that portion of the foundation relating to the final exterior grades. 1 Please review and let us know what additional information may be needed. Thank you for your help. Thomas A. A. Cook Vice President tectonic management group, inc. Design/Build Architecture I Construction Management I General Contractin g 303.883.51n cell I 303.403.1228 office I 303.403.1229 fax www.tectonicdesignbuild.com ~ Please consider the environment before printing this email. From: Dwayne Felker Sent: Tuesday, March 01, 2016 10:01 AM To: Tom Cook; Kevin Larson Subject: FBO Dwayne Felker Construction Superintendent tectonic management group, Inc. 214-770-6493 Tectonic Management Group 6695 West 48th Avenue Phone: 303-403-1228 Wheat Ridge, COLORADO 80033 Fax: 303-403-1229 TITLE: RFl#4 -Misc Structural Questions PROJECT: AAS-RJL, FBO REN GC TO: Attn: Nick Weber Tectonic Management Group 6695 W. 48th Ave. Wheat Ridge, CO 80033 Phone: 303-403-1228 Fax: 303-403-1229 WORK IMPACT: Unknown REQUEST: SCHEDULE IMPACT: No REQUEST FOR INFORMATION No. 00004 DATE: 3111/2016 JOB: 23022GC STARTED: COMPLETED: REQUIRED: 3/11/2016 COST IMPACT: No I. The 16" diameter ductwork routing feeding the underslab ductwork appears to conflict with both the Footing f 40 and Column at J line between Line 3 and 4. Alternate routing around column and potential footing offset may be required. 2. There are several areas near the FBO main entry and waiting area where the footings will not have adequate earth cover for frost protection. Is it acceptable to place rigid insulation on the vertical and horizontal faces of the continuous footing to protect the foundation? 3. At the shear wall thickened concrete -does the 12" thickness occur only at the shear walls noted at the dashed line or does it continue all the way to column. A transition to 4" concrete could occur unless full thickness needed. See S2.00 Line E6. PROPOSED SOLUTION: 1) Move F40 Footing 1 '-0" to the South. 2) Acceptable, insulation to be R5.6 minimum. 3) 12" Thickness extends full width of existing slab from grid EA to EB. J Hohmann I KLA Requested By: Tectonic Management Group Signed: _________ _ Thomas Cook, VP ..Jk-. tectoni"c I Architecture 'l/llJilJ> Construction llana9ement management group. Inc General Canlmlin9 66'l5 Wtll 481h A1tnut llllHI Ri dqt. CO 80033 l0140ltm Reviewed and Approved as Noted ~ / N"'J/. J Dare . 311 612016 ~<..-·~ Nichola sA Weber.Arthitect rt.OSl'llillGll~ltobllc;JGl*lCXll'J\'Cllr';lflllall at.£c:Jr.:...ClilmS:S ~ IXE 1Cl real t.£ &I.IS D' • ct\,;;r..1 iS.R!B! a.Im I tot: ltll W IU,""m!!J OU il aiWl IJ:lii Date: 3 /1 11 2016 ----------