Loading...
HomeMy WebLinkAboutB14-0042 Foundation Special Inspection Reports Approved 5020 County Road 154 `V V V��1 1 Glenwood Springs,CO 81607 ' ' `Phonei'970=945-7988 " Fax: 970-945-8454� HEPWORTH-PAWLAK GEOTECHNICAL hpgeo@hpgeotech.com CONCRETE TEST REPORT Gorman & Company, Inc. Job No. 709 310E Attn: Rob Padley Date Cast: 10-27-14 200 N. Main Street Oregon, Wisconsin 53575 Sheet: 1 of 1 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West, Vail, Colorado Placement Location: Building 1 Footings Supplier: Casey Concrete Time Batched: 1:05 pm Load Size (Yds): 10 Truck No: 93 Time Arrived: 1:50 pm Yds Delivered: 10 Ticket No: 300745 Time Placed: 2:00 pm Yds Ordered: 50 Mix Design: 4000F Method of Placement: Pump Sample Point: Truck discharge Time Sampled: 2:13 pm Wet Unit Wt: 144.8 pcf Mix Tolerance: Air Temp: 36° Slump: 3'/. inches Slump: 3 to 6 inches Concrete Temp: 60° Air Content: 1.4% Air Content: Entrapped Air Water Added: 10 gallons per Supplier Communication: The Contractor and Supplierwere informed of our£eld test results. Time Cylinders Cast: 2:23 pm Initial Cure Time On Site: 1 day Fieid Storage: Insulated Cure Box Date in Lab: 10-28-74 Cylinder Temperature at Pick Up: 65° Min/Max: 58°/77° Compressive Strength Data 2014 Compressive 2g Da Lab '°`9e Date Load Diameter Area Y Number Days Ibs. in. in2 Strength (psi) Avg. (psi) 703A 7 11-03-74 52,000 4.01 12.63 4120 703B 28 11-24-14 70,000 4.01 12.63 5540 703C 28 17-24-14 70,900 4.01 12.63 5610 5580 703D Hold/56 Discarded Specified Strength for Structure: 4000 psi at 28 days Specified Strength for Mix: 4000 psi at 28 days Notes: ___ _ ___ _ .......,.. ._ _ _.... _ . ....._�._. . ..._. _ _ _ .. Distribution: Gorman&Company, Inc.—Rob Padley(rpadlev(�Dnormanusa.com) Gortnan &Company, Inc.—Matt Bribach(mbribach('daormanusa.com) Casey Concrete—Shawn Vondette(svondette(Cws-concrete.com) Justin Orgill Thomas J.Westhoff, CET Field Technician Reviewed By /fj9 _. 5020 County Road 154 /1 — I ,y,�i— Glenwood Springs, CO 81601 VVVT �� Phone: 970-945-7988 HEPWORTH-PAWLAK GEOTECHNICAL Fax: 970-945-8454 hpgeo@hpgeotech.com CONCRETE TEST REPORT Gorman & Company, Inc. Job No. 109 310E Attn: Rob Padley Date Cast: 11-10-14 200 N. Main Street Oregon, Wisconsin 53575 Sheet: 1 of 1 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West, Vail, Colorado Placement Location: Building 1 Foundation Walls Supplier: Casey Concrete Time Batched: 8:55 am Load Size (Yds): 10 Truck No: 90 Time Arrived: 9:55 am Yds Delivered: 10 Ticket No: 300870 Time Placed: 10:05 am Yds Ordered: 70 Mix Design: 4500 psi exterior Method of Placement: Pump Sample Point: Truck discharge Time Sampled: 10:15 am Wet Unit Wt: 139.6 pcf Mix Tolerance: Air Temp: 46° Slump: 5.0 inches Slump: 3 to 5 inches Concrete Temp: 68° Air Content: 5.3 % Air Content: 4 to 7 % Water Added: 6 gallons per Supplier Communication: The Supplier was informed of our field test results. Time Cylinders Cast: 10:25 am Initial Cure Time On Site: 1 day Field Storage: Insulated Cure Box Date in Lab: 11-11-14 Cylinder Temperature at Pick Up: 71° Min/Max: 56°/92° Compressive Strength Data I 2014 Lab Age Load Diameter Area Compressive Zg Day Date z Strength (psi) Av si Number Days Ibs. in. in 9 �P ) 749A 7 11-17-14 55,600 4.01 12.63 4400 749B 28 12-08-14 72,200 4.01 12.63 5720 749C 28 12-08-14 71,700 4.01 12.63 5680 5700 749D Hold/56 Discarded Specified Strength for Structure: 4500 psi at 28 days Specified Strength for Mix: 4500 psi at 28 days _ _ __..__---- _..._ ------ -----------------.__.. Notes Distribution: � � Gorman &Company, Inc.–Rob Padley(rpadlev(a�qormanusa.com) Gorman 8 Company, Inc.–Matt Bribach (mbribach a(�.qormanusa.com) Gorman &Company, Inc.–Keith Krajco (kkraico(a�qormanusa.com) Casey Concrete–Shawn Vondette(svondette(�ws-concrete.com) Justin Orgill Thomas J. Westhoff, CET ��.f Field Technician Reviewed By 1 5020 County Road 154 ����� Fax: 970 945-8454 88 0:87601 . HEPWORTH-PAWLAK GEOTECHNICAL hpaeoCuDhpaeotech.com REINFORCEMENT STEEL INSPECTION REPORT Client: Gorman & Company, Inc. Job No.: 109 310E Day:_ Monday Attn: Rob Padley Date: 10-27-14 200 N. Main Street Report No. 15 Page: 1 of 1 Oregon,Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West,Vail, Colorado _ __..__ - -----_ _ . _ Area of Inspection: Building #1 Perimeter Footings _ _ . . ,._,�_.___.._,�._.__. � _,_.._ _ __ _._..__..,____�__�.-- Reference Documents Approved Reinforcement Shop Drawings Dated 08-19-2014, Labeled Used: Building#1 Foundation Reinforcment Drawing# R1.00 �.�..�_.__._._. _ _..__... _ _ _ .. _.__.._____.__�._ Inspection Notes: As scheduled, we were on site twice today to observe reinforcing steel. Inspection Status: ❑ Preliminary � Final � Concrete reinforcement as noted above was judged to be in reasonable conformance with the referenced construction documents. ❑ Exceptions Noted: _ _ _._, . . . _ _ _ _.. Verbal We informed Matt Bribach with Gorman and Alfonso with S2M of our Communication: observations. Distribution: . _ __ _ . ... . . . .... _ _. . .. _ ....... Gorman 8 Company,Inc.—Rob Padley(rpadlev(�qormanusa.com) Gorman 8 Company,Inc.—Matt Bribach �mbribach(a?gormanusa.com) Philip Orgill Thomas J.Westhoff, CET Field Technician Reviewed By 5020 County Road 154 _ _ _ „��P��� Glenwood Springs,CO 81607 .. __ "' Phone:970=945-7988 ` ' ' Fax:970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo(d�hppeotech.com REINFORCEMENT STEEL INSPECTION REPORT Ciient: Gorman 8� Company, Inc. Job No:: - 909310E Day: . - Friday Attn: Rob Padley Date: 10/31/14 200 N. Main Street Report No. 16 Page: 1 of 1 Oregon,Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West,Vail, Colorado _..___ _ _ _ _ Area of Inspection: Building 1, Interior Footings __._. . .._--.____._______.___. ______ _.__ , _ __,_ ___ ._._�_......_____. Reference Documents Approved Shop Drawings dated 08/19/14 Used: _. _ __�_____ . ...._,� __ ___ . _------_.___ Inspection Notes: EasUwest dividing wall footing was the only interior footing with vertical dowels at the time of our inspection. Final inspection will be performed upon completion prior to concrete placement. Inspection Status: � Preliminary ❑ Final ❑ Concrete reinforcement as noted above was judged to be in reasonable conformance with the referenced construction documents. ❑ Exceptions Noted: _.__._._ _ _ _ __ Verbal Matt with Gorman &Company, Inc. was informed of our inspection. Communication: Distribution: _ Gorman 8 Company,Inc.—Rob Padley(rpadlevCaDaormanusa.com) Gorman 8 Company,Inc.—Matt Bribach (mbribach(rDaormanusa.com) ���g Justin Orgill Thomas J. Westhoff, CET Field Technician Reviewed By 5020 County Road 154 ��P��� Glenwood Springs,CO 81601 ` ' 'Plion"ee970-945-7988 Fax:970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo(a�hpgeotech.com REINFORCEMENT STEEL INSPECTION REPORT Client: Gorman & Company, inc. Job No,s -109310E Day: Monday Attn: Rob Padley Date: 11/3/74 200 N. Main Street Report No. 17 Page: 1 of 1 Oregon, Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West,Vail, Colorado _ ------- ----- - ---__ _ _ Area of Inspection: Building 7 Interior Footings __._ _ _._._�._.___.________._�._.._. _. ._.__ _ _ _ Reference Documents Approved Shop Drawings dated 08119/14 Used: _ ____---__________.._�_.____ __ _ ._ . _ Inspection Notes: _._.....___...__.. . �. . _ __ _ _ Inspection Status: ❑ Preliminary � Final � Concrete reinforcement as noted above was judged to be in reasonable conformance with the referenced construction documents. ❑ Exceptions Noted: __ .a_..__ ___._..._ ___ Verbal Matt with Gorman � Company, Inc.was informed of our inspections. Communication: Distribution: Gorman 8 Company, Inc.—Rob Padley(rpadlevC�aormanusa.com) Gorman 8 Company, Inc.—Matt Bribach (mbribach(a�qormanusa.com) ��J9 Justin Orgill Thomas J.Westhoff, CET Field Technician Reviewed By 5020 County Road 154 �.�P���7 „ Pho e�970-945-7988 0 81601 _ �' � 1 Fax:970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo(a�hppeotech.com REINFORCEMENT STEEL INSPECTION REPORT -- Ciient: Gorman 8� Company,-Inc, - -- --- Job No.: 109 310E - Day: Thursday - - Attn: Rob Padley Date: 11-6-14 200 N. Main Street Report No. 18 Page: 1 of 1 Oregon, Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West, Vail, Colorado __------ -- — _ -.__ _ _ Area of Inspection: Building #1 Foundation Walls __ __ _ _...____._..._.._., .._ ., ...., _ _ _ _ Reference Documents Approved Reinforcment Shop Drawings Dated 08-19-2014, Labeled Used: Building #1 Foundation Reinforcment Drawing# R1.00 _ __ . ,.---._._,.. _. __.________._w�.� . .. _ _ _ _ Inspection Notes Formwork was incomplete and reinforcing was only about 85 percent complete at the time of our scheduled afternoon inspection. Inspection will need to be completed prior to concrete placement. Inspection Status: � Preliminary ❑ Final ❑ Concrete reinforcement as noted above was judged to be in reasonable conformance with the referenced construction documents. ❑ Exceptions Noted: _ _.__ Verbal We informed Matt Bribach with Gorman and Alfonso with S2M of our Communication: observations. _ _ _ .__ _ _ Distribution: Gortnan 8 Company, Inc.—Rob Padley(rpadlevCuCpormanusa.com) Gorman&Company, Inc.—Matt Bribach(mbribachCDaormanusa.com) Philip Orgill Thomas J. Westhoff, CET Field Technician Reviewed By 5020 County Road 154 , `V�IV��� Glenwood Springs CO 81601 .. .'_ PhSnei�970-945=7988� .. Fax: 970-945-8454 HEPWORTH-PAWLAK GEOTECHNICAL hpgeo(rDhpgeotech.com REINFORCEMENT STEEL INSPECTION REPORT - Client: Gorman &Company, Inc.- Job No.: - 109 310E Day: Monday Attn: Rob Padley Date: 11-10-14 200 N. Main Street Report No. 19 Page: 1 of 1 Oregon, Wisconsin 53575 Project: Lions Ridge Apartment Homes, 1280 N. Frontage Road West, Vail, Colorado __._ _. _.____. _.._-- . _ _ Area of Inspection: Building #7 Foundation Walls _... n_.______._. _ _ . . _ ..n..._ ..__._.. . .. .____ ._ . Reference Documents Approved Reinforcment Shop Drawings Dated 08-19-2014, Labeled Used: Building#1 Foundation Reinforcment Drawing # R1.00 __ _ ___.. . _. _... _._____. ..._...__. _ __, _ _ Inspection Notes: Inspection Status: ❑ Preliminary � Final � Concrete reinforcement as noted above was judged to be in reasonable conformance with the referenced construction documents. ❑ Exceptions Noted: _ _ _. _.... . _..._._ __ Verbal S2M was informed of our inspection. Communication: Distribution: Gorman B Company, Inc.—Rob Padley(rpadlevCCpormanusa.com) Gorman&Company, Inc.—Matt Bribach(mbribach(o�gortnanusa.com) Justin Orgill Thomas J.Westhoff, CET Field Technician Reviewed By , � ` . 12-p2-2p14 Inspection Request Reparting Page 1 4:09 �m. --- _ —_Vail, _CO - City C3f _ Req��sted 6nspect Daie. Wednescfa , Decernber 03 2414 Site Address: 1265 iV FFI�NTAGE RD W�'AIL LION'S F3V�GE APT; BLDG 1;TIMBE#i RIDGE A1P/�Infarmation l�ctivity: �14-�042 �'ype: COM�O Sub"fype: sU3FA1v� Status: REVISION Const Type: Occupar�ey: �Jse: Fi-2 Insp Area: Qwner: ��W N OF VAIL A�plicant: GORM,4N &CQMPANY WG. Pf�one: fid8-835 3223 Coniractor: GORMA�'CENERAL CQ�ITRACTORS LLC Phon�: 6p8 835 7Q99 Caniact: JOHI� GUENTHER, SLfFERItVTENDENT Phone: 974-445-�518 pescription: BLJILDING 1: 16 units-removal of 9 Timber Ridge bullding ai�d constructions of 114 unifs f�F l�ousing and associated parkiizq in 4 bui�dings. Cornment: Receiued�submit�al 1 set oi plans includes�II 4 bldgs,4 separate applieations received. Rpb with Gorman has been emailed to gei valuatian breakdowns,c�ntractor of record and registration as needed and distinguishing �etw�eri application laldc�references A-D vs plan blcig referenees 1-4. - LCA�/i�'B�L� Co�nmeclt: e-REVS- Building 1, �loor 1 t��1"russes-SBELLM Can�i�ent: C�1 r�c�ived and loaded to Laserfiche- LCAMPBELL Corl3rnent: Routed plans to safebuili and eni�iled fv1ik�V for backcheck -MHAEB�RLE Comment: e-submittal CR2 rou2ed ta 9asertiche and Safebullt Shar�file folder-CG4DFREY Comr�ent: emailec�architect and contractor ready for issuance-MHAEBERLE Commsnt: Fee detail emailed to Patrick Patrello with Gorman. -LCAMPBELL Comment: Let Lynne know when perrnots are paid. C�CAfv9PBELL Comment: Wire tranS#er received, receipts emaiEc�to Rub Jagc�i ai Gorrnan and scanned ta�F files. -LCAMP6EL� Gomment: Construction Use Tax is to kae r�funded per a ree�rient.- LCAMPBELL Comon�nt: Use tax r�i��nd process anci sent to finance. -�CAMC'E3�LL Comment: e-REV1 rouCed t� lasert�che-�GODFREY Comrrsent: e-REV2 routecS to laserfiche 5011 Na�l Wall plans-CGODF€�EY C�rmment� e-I�EV3 ciuils drawir�gs (buYl�tin 2)-rout�d to las�r#icf�e-S�ELLM Comment: e REV4 Buflekir� 3 stam� ped drawinc}s routed ta iaserfiche-CGODFR�Y Con�ment: PLAN GHECK FCES HAVE BEEfV SPLIT, VERIFY THE PROJECT CC�DES PRINTS ON REG�IPT FOR Fil�ANCE. - �CANP�ELL Notice: BUILDING REVlEW T�iRO�1GH SAFEBUILT.AQVJSE AaMiN TO SPLIT f'AYMENTS. -SSEI LM Notice: Jahn Guei�ther,superkntendent is main contaet 4r�r the Lio��s Rfdge projeci for conslruction aeYivities Rob F'adfay of Garman the project man�ger is the mairi contact for adminisirative and 1"rnancral affairs licensing e#c Patrkck Patreilo of Gorman is the proj�ck arcf�iCect of record for design and planning�ssues • LCA6v�PBF_LL Nafice: 5ee 5afebuilt. redacted co�tract in Laserfiche roject file.This is nof a document to share with customers, hence the rec�aCtion. IT 15 F(�R FEE R�FERENCE�hJLY!!!_ LCANIPBELL f�otice: Pian review rr;visions thru Safebuilt at$1 UO/hr min. BuiEding to confirm plan reulew to be assessed to permit and fees ta spliF out by admin.-LCF4MPBELL Comment: There is a complete fee Galculation spreadshe�t in L�undsr th�s prpject if r+�eded in 4he future.-LCAMPBELL Re uested Ins ection s Item: 120 ELEC-Roug h Requested Time: 11:0�AM R�c�uestor: PYLMAt�&ASSC3GIAT�S Phflne: 970-926-8065 Camments: 417-84�6 Assic�rred Ta: JMONDf�AGON �ntered By: JMOI�DRAGON K Ackion: ____ ,_� Time Exp: ���' ��a Inspectian Histarv ��� �. � Item: i 0 �LDG-FOQ7ING �•� �� Iterri: 2fJ QLpG-FouridationlSteel - it�m: 21U FLMB-UndergrouncP � � Iten7: 21 PLAN ILC Foundation Pian L Item: i20 ELEC-Rou�k� lie�n: 144 EL�G-Mfsc. 11em: �UU iW1ECH-Flough � Iteir�: 220 P�Mg-Raug-hID.W.V. Ikem: 23Q PLM6-finu qh/4"Jater � � Item: 240 PLMB GasT'i�irig Item: 2f0 PLIVIB-Misc. Item: 310 MECH-Heatinc� Item: 340 MECH-Misc. Item: 41 D 5pecial h�spect-_progress rept ltem� '30 BLC7G-FramEng Item: 50 BLD�-InsulatiGn Itern: 6(J BLDG-Sheetroek Nail F.EFT131 Run Ic�: 14$89 12-02-201� Inspectian Request Reporting Page 2 4:09 pm —- 11ai1,-CQ -_�it_y_4.f _ - -- -- Item� 19Cr ELEC-Fln�l It�i�i: 290 F�LMB-Final Item: 39p M�CH Fina} Iteili �2Q 5pecial Ins act-finaj rept Itein: S34 PLAN FI�AL CIO Item: 9a �L DG-Final It�m� �40 �LDG-Final C/O 1'�PT],31 Run Id; 148$9 12-0�-2014 �nspeGtian Request Re orting Page 3 4:Q4 pm - -- -�►Cail, C_(�—��t�- R�quested Inspect Date: Tuesday December 02,2014 Site Address: 125� N FR4NTA�E RD�'W VAtL BI�dG 4 A!P!D Irtfiormation ,4ct�vity: B14-UU45 Typ�: CC7�llsQ Sub Typ�: MFAM Status: lSSUED Const Type: Occ�bp�i�cy� l�se: (� 2 1nsp Area: Goniractor: GORMAN G�NERNL CONT€iAGTORS LLC Phone: 6C}8�835-7099 Contact: JOHN GU�NTFiER, SUPERIfVTENDENT Phone: 97(}-4A5-D518 �wner: 7DWN OF VAIL Descr'Eption: 8Ll7�4-36 UNITS ReQUes#ed InsqeGiivn(s1 9t�m: 210 PLMB-Underg rvund Requested Time: 11:U0 AM' Requesicar: G�RMAN GEN�RAL CONTRACTOFiS LLC PhonQ. 608-635-7099 Comments: 376-7547 Assigned To: JMONQRAGON Entered By: JMON�RAGON K Action: Time�xp: ` , j ��< . .1�� � Inspe�#ion Historv fitem: 10 BLC1G-F0{?TING iten7: 2(1 ��dG FoundationlSieel Item: 210 PI�MB�IJnder�round Item: 21 PIAN-ILG Fo�indatinn Plan Item: 12{} EI�EC-Raugh Item: 14fl E�EC-Misc. Itern� 2U0 MECH-Rouq h Item: 2�0 PLMS-Raug-hID.W.V. Item: 23Q PLMB-RoughIW aSer Item 2�Q F'LME3-GasPiping Ile�n: ?60 PL�NB-M'�sC. fteni: 3iQ M�C;H-Heat'mg Ptem: 3�� MECH-Misc. IceEn: 410 5pecial Ir�sp�ct-prog�ess rept Item: 34 BLQGFrammg Ikem: 50 BLDG-Insulatioiz 14em: E�0 BLDG-SheetrQCk�Vaiti Item: 19(? ELEC-Fanal Iter�t: 2�0 PLMB-�'inal Item: 39� MECI-I-Final Itern: 42U 5pec'ial Inspect-final re�pt Item: 534 PLAN- �1NAL CfU lten�: 90 BLDG-F'�nal it�m: 540 BLDG-Fit�aE CIO �P���� Run Id: 14839