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Home My WebLink AboutB11-0349NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .• ro�m �� v� .. Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B11-0349 Job Address: 1030 LIONS RIDGE LP VAIL Location......: SNOW FOX CONDOMINIUMS COMMON ELEMENT Parcel No....: 210301416016 APPLICANT CROSSROADS REALTY 09/20/2011 Phone: 970-476-4300 AKA: DGN INC 1650 FALLRIDGE ROAD VAIL CO 81657 License: C000003121 CONTRACTOR CROSSROADS REALI'Y 09/20/2011 Phone: 970-476-4300 AKA: DGN INC 1650 FALLRIDGE ROAD VAIL CO 81657 License: C000003121 OWNER SNOW FOX CONDOMINIUM ASSOCIA 09/20/2011 1030 LIONSRIDGE LP VAIL CO 81657 Description: COMMON ELEMENT: REPAIR TO CONCRETE WALKWAY AT REAR OF BUILDING. Occupancy: R-2 Type Construction: Project #: Applied.....: Issued. . . : Valuation PRJ 11-0549 09/20/2011 09/28/2011 $3,600.00 ................................................................................. FEE SUMMARY ...................,.....�..............._..................................... Building Permit -----------> Electrical Permit ---------> Mechanical Permit ------> Plumbing Permit --------> $97.25 Bldg Plan Check ----------> $63.21 $0.00 Elec Plan Check -----------> $0.00 $0.00 Mech Plan Check ---------> $0.00 $0.00 Plmb Plan Check ---------> $0.00 Use Tax Fee-----------------------> $0.00 Restuarant Plan Review--------> $0.00 Additional Fees--------------------> $0.00 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $5 00 TOTAL PERMIT FEES-------------> $165.46 Payments-----------------------------a $165.46 BALANCE DUE-----------------------> $0.00 ..................................... <,.. �...,.. <... �,,,...........,.............................,...,,................,,............,................,..,................,...,,....... DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPE 8:00 AM - 4:00 PM. .�..---- � 6HALL BE MADE TWENTY-FOUR HOURS IN ADVANCE Y TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM �----_ � �� IContractor Da e Print 1�1ame combination permit_012811 . 1 �� U� �� .................................................................................�,.,...,.....,,,...,.,.,..,......,......,,.....,.,,.....,......�.,,,,....,,.....,......,.,...,,........ CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: 611-0349 Address: 1030 LIONS RIDGE LP VAIL Owner: SNOW FOX CONDOMINIUM ASSOCIATION Location: SNOW FOX CONDOMINIUMS COMMON ELEMENT ....................................................................................... �.............,.. x., <.,,.....,........,..........,...,...............,,......,,,...,..,....... combination permit_012811 � i �l1iT V� 1�C�L� • *««**«************.*.,.,..,,,,****„««*.,*«*****«***************„**.,*********.*.****��***.*.�*.�***..*�*********.,**.*************.,*„**««*«******«.******«,,,, REQUIRED INSPECTIONS AND STATUSES Permit #: 611-0349 Address: 1030 LIONS RIDGE LP VAIL Owner: SNOW FOX CONDOMINIUM ASSOCIATION Location: SNOW FOX CONDOMINIUMS COMMON ELEMENT *********�*****«************************,�****«******«******************«*««««******************************«***«.**********,.*,.*********************** Item: 00410 Special Inspect-progress rept Item: 00030 BLDG-Framing Item: 00420 Special Inspect-final rept Item: 00090 BLDG-Final combination permit_012811 *********+*********++************+***+*****************+*****************++++*+************* TOWN OF VAIL, COLORADO Statement �****************+*******�********************+********************************************* Statement Number: R110001353 Amount: $165.46 09/28/201104:16 PM Payment Method: Check Init: LC Notation: #1524 / SNOW FOX CONDOMINIUM ASSOC ----------------------------------------------------------------------------- Permit No: B11-0349 Type: COMBINATION BLDG PERMIT Parcel No: 2103-014-1601-6 Site Address: 1030 LIONS RIDGE LP VAIL Location: SNOW FOX CONDOMINIUMS COMMON ELEMENT Total Fees: $165.46 This Payment: $165.46 Total ALL Pmts: $165.46 Balance: $0.00 ****************************+****+*********+****************************+*********�********* ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 PF 00100003112300 WC 00100003112800 Description Current Pmts ------------------------------ ------------ BUILDING PERMIT FEES 97.25 PLAN CHECK FEES 63.21 WILL CALL INSPECTION FEE 5.00 ----------------------------------------------------------------------------- � � ��, a�� Department of Community Development`�� ' ��. �� : �� ° �a� �� S h F t R d : x,� , 75 out ron age oa ;.:� �;� °�.` � "�;�� '�� Vail;_Colorado 81657° �� e�� : � � � .; ♦ Te(: 970-479-212$ , r �'..�'^�. i ' ' '.. ' . . _ , . a�' , x t., � °,3�'' . . . . . . . � i� a� E� _ Web: www.vailgov:com � � � - d -�x � -� Development Review Coardinator: . �� -� � < � � }. ., � � � ��`:��,�., � � �...� �� , �� . _.. � ,., ..� � _ ..,. � _. _ . ° �� ._. BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) - Project Street Address: I =C�3��c i (Number) (Street) (Suite #) Building/Complex Name: l��f�c��( �� c��_ Contractor Information ` �Q�cJ�j� � Business Name: °C" � i �R Business Address: �C \ c� F �� City UC.\ 1� State: � Zip: (. � Contact Name: t. Contact Phone: � ((~ l� � ^ �� Contact E-Mail: � � �VYi Contractor ReaistratiorvC�umber: X �� Owner/ ner' Re resentative Signature (Required) Project #: �� —�Sy �l DRB #: Building Permit #: �� -�3`LQ( Lot #: Block # Subdivision: Work Class: New ( ) Addition ( ) Alteration (7Z) Type of Building: Single-Family ( ) Duplex ( ) Multi-Family � Commercial ( ) Other ( ) Work Type: Interior O Exterior (� Both O Valuation of Work Included Plans Included Work E►ectrical ( )Yes Ql�jNo ( )Yes ( )No Mechanical ( )Yes � )No ( )Yes ( )No Plumbing ( )Yes (�}No ( )Yes ( )No Proj Information , :Building (.�.�Yes ( )No {�-�Yes ( )No � Owner Name: ��1� ��7( ��p ��[,j �QGr Parcel #: (�( � � � ° (� 1'7 ` C � °� �fC Value of all work being performed: $ �� (value based on IBC Section 109.3 8 IRC Section 108.3� (For Parcel #, contact Eagle County Assessors Office at (970328-8640 or visit www.eaglecounty.uslpatie) j Electrical Square Footage Detailed Scope and Location of Work: L� J �-�— �F �� "^ c�'� Vl v � (use additional sheet if necessary) For Office Use Only: Fee Paid: Received From: Cash Check # _ CC: Visa / MC Last 4 CC # Auth # exp date: ►�_R � Date Received: � [� -[�; ( � �l �!!1 � ��p � 2011 � I TOWN OF VAIL 01-Jan-11 State of Colorado Asbestos Testing & Abatement Requirements Asbestos testing and abatement protects workers, homeowners, neighbors and emergency services responders from ex- posure to harmful asbestos. It is your responsibility to be in compliance with the State. Please contact the State directly for their requirements at the contact info listed below. When is asbestos testinq required? ANY building projects disturbing more than these threshold levels of building materials require asbestos testing: One- and Two-Family Dwellings: 32 square feet All Others (commercial spaces, hotel rooms, etc): 160 square feet Definition of a single-family dwelling: any dwelling unit that is used primarily for a single family, including multi-family/condominium units, and fractional fee units. Asbestos testing results must be provided with your application for a building permit. Tests which identify POSITIVE results at more than 1% require abatement by a State-certified abatement contractor. The air clearance letter or form must be submitted to the Town of Vail before the building permit will be issued. Project Checklist My project falls into the category checked below: �Will not disturb more than the threshold limits identified above. / �� Tested negative, or at 1% or below (1 copies of test results included) � Tested positive at more than 1%, requires abatement (1 copies of test results included) Tips & Facts: • Even recent construction projects may include asbestos-containing materials, so buildings of a� age require testing. • The "1989 Ban" on asbestos-containing materials is commonly misunderstood. "In fact, in 1991 the U.S. Fifth Circuit Court of Appeals vacated much of the so-called "Asbestos Ban and Phaseout" rule and remanded it to the EPA. Thus, much of the original 1989 EPA ban on the U.S. manufacturing, importation, processing, or distribution in commerce of many asbestos-containing product categories was set aside and did not take effect." - CDPHE Asbestos test results should be submitted to: Town of Vail, Community Development, 75 S Frontage Rd, Vail, CO, 81657. Town of Vail Contact: Fire Prevention Bureau Vail Fire Department 75 S Frontage Rd Fire_inspectors@vailgov.com 970-479-ZZ52 www.vailgov.com State of Colorado Contact: Colorado Department of Public Health and Environment Asbestos Compliance Assistance Group 303-692-3158 asbestos@state.co. us www.cdphe.state.co.us O1-Jan-I 1 � , i�WNOF t�Ali ' 131�-t��9 FINAL REPORT OF SPECIAL INSPECTIONS Project _ �%tpL„r �Q� �'n �p Permit Number: Project Locatiorr. __�p 'Z p �l P� S 1� �e1��Q 1��,� � , - Owner �,fbssc rn,-..�_� �c o.. � �1.. . _n � Address �'�0 ICo.�� l�c�9Q. -� $�t L-3Cih,; Zi ._� P� Design Professional In Charge ��-�$�P►-�, L, ��,�,,, �� Address: �_ p j�� J �� Ciry: C�•2wa-a,e� S'.o,r� � eo State: _ Cc� Zip: _,�Q%Phone: �O"��-�1�' Fax: � �S � g�„5 j� E-mail: �,�-2 �. � , d To the best of my information, knowledge, and belief, the special inspections and/or testing required for this project, have been completed in accordance with the contract documents. Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be considered an integrai part of this final report. Any discrepancies that were noted in all interim reports have been corrected. dze��e�� dw� ��f7 c� � �_ Prepared by: .�-i-�,�e � L. � ��G P � Type or Print ame �� Signature �1��lrz- Date -12- Preparer's Seal and Signature Required HP �� HEPWORTH-PAWLAK GE07ECHNICAL �3dl—�3 � Q� 5020 County Road 154 Glenwood Springs, CO 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpqeo(a�h pqeotech. com REINF4RCEMENT STEEL INSPECTION REPORT Client: Crossroads Realty, LTD Attn: Jay Nobrega 1650 Fall Ridge Road, Suite C3 Vail, Colorado 81567 Job No Report No. 111299A Day: Date: 1 Page: Friday 4 0-7-11 1 of 1 Project: Snow Fox Condominiums Concrete Repair Project, 1034 Lions Ridge Loop, Vail, CO .. .. . .. . .. .. ......_.._.._. ..� . ---__ _ ._ . __._. _. _.__ ..____ . _. ..... .. ..._ _ .,. . . ... __._.. Area of Inspection: Garage Suspended Slab Repair - -.___ _ ___ ._ _ __ .. _ __----- -- _-- - _ _ _ --_ _ . ..... . . .. . ... .. _...._. . ._ .. _ _ --_ ._. Reference Documents Structural Drawings supplied by Matt with Crossroads, Sheet S1, details Used: A and B _ _ ...___... __ _. _ _._, -- - __ __ _._.. _....__. _._._ _ .....,__,.. _._ - - Inspection Notes: Inspection Status: ❑ Preliminary � Final � Concrete reinforcement as noted above was judged to be in reasonable conformance with the referenced construction documents. ❑ Exceptions Nated: .. . ___.. . __ .. _ _ __._. .. .... ... ___.___�.._._. ____ __ _ .._.__ .._ _.. ___ __. . _....._ _ _. . Verbal Matt with Crossroads Realty was informec! of our inspection. Comrnunication: Distribution: Crossroads Realty - Jay Nobrega (iavCa�crossroadsvail.com) Joe Benedict Thomas J. Westhoff, CET Field Technician Reviewed By H� HEPWORTH-PAWLAK GEOTECHNICAL �ll-c�3�19 5020 County Road 164 Glenwood Springs, CO 67601 Phone: 970-945-7988 Fax:970-945-8454 hpgeo�hpgeotech.com CONCRETE TEST REPORT Crossroads Realty, LTD Job No. 111299A Attn: Jay Nobrega Date Cast: 10-90-11 t650 Fall Rldge Road, Suite C3 Vail, Colorado 81567 Sheet: 1 of 1 Project: Snow �ox Condominiums Concrete Repair Project, 1030 Lions Ridge Loop, Vail, CO Placemer�t Location: Parking Garage Sidewalk Repair Supplier: B�B Time Batched: 12:34 pm Truck No: 6038 Time Arrived: 9:00 pm Ticket No: 32139989 Time Pfaced: 1;70 pm Mix Design: 36012474 Win 3 Master Exterior Method of Placement: Truck Sample Point: Time Sampled: Air Temp: Cortcrete Temp: Water Added: Communication: Time Cylinders Cast: Initial Cure: Date Stripped: 1:05 pm 48° 62° 0 gallons Slump: 4.0 inches Air Content: 7.0% Wet Unit Wt; 138.0 pcf Load Size (Yds}: 3 Yds Delivered: 3 Yds Ordered: 3 Truck discharge The Contractor and Supplier were informed of our field test results. 1:20 pm 1 day on site Field Storage: Insulated cure bQx 10-11-11 Compressive Strength Data 2011 Lab Age Load Diameter Area Compressive 2g Day Number Days Date ��S in. in2 Strength (psi) Avg. (psi) 853A 7 10-17-11 38,600 4.01 92.63 3060 853B 28 17-07-91 58,700 4.01 12.63 4650 8S3C 28 11-07-11 53,100 �4.01 12.63 4200 4430 853D Hold Dlscarded Specified Strength: 3000 psi at 28 days Notes: Distribu#ion:,�...�i�..,�...s._..__ _ - _,.,,_... _ ...,_ ...............__�.��...._ _. Crossroads Realty, LTD -Jay Nobrega Qay�crossroadsvail.com) Josh Fowlkes Thomas J. Westhoff, CET Field Technician Reviewed By n�g NEW 5" CONC. SLAB CUT EXSTG SLAB & DT FLANGE BACK NEAR WEB .d�. p - �� d� — � � a a I I a I I EXSTG. DT �I� I I � 1 � � #5 D WLS � 12" 0. C. EPDXIED INTO 3/4"�x4" HOLES 1'-6 (V.I.F.) #4 DWLS x � 24" O. C. 6Y2>, � V. I. F. ) EPDXIED INTO 3/4"bx4" HOLES (3)—#4's CONT. O d �•0 o� �v a . . / // // //0?00 � � �� ,,,�`;,�`' I a ��i�\/. I I I Q a I Iv I a� EXSTG. FDTN. WALL I �I Ia I � � �I — — � —�� ----------� �I I � I a a� � I P � I� � EXSTG. DT Y2" CAP R SCALE: 3/4" = 1'-0" BASE R: 5/8"x6"x0'-10 a � � I ---�--- a I a °I ° I a —° ° — �� I �--- — — �, ° � LOCATE TOP ANCHOR JUST BELOW DAMAGED WALL — EXSTG. FDTN. WALL SCALE: 3/4" = 1'-0" I I I I I� I� I� I� � � I� EXSTG. 8" DT's � � I I � � ( I� I� I� I� I� I� I� — — — — L � — - EXSTG. FDTN. V I � I I I I I I I I I I I I I �� II I� �� II �� II �� II � � � � � � I I APPROX. EXSTG. HOLES IN � � I I EXSTG. SLAB/DT—FLANGE �� II � � � � � � � � � II REMOVE ALL DETERIORATED CONC. & � � I I REWFORCING (AS SEEN FROM BELOW) �I II � I � I CONTACT ENGR. TO � � I I B OBSERVE DEMO PRIOR I I I I TO NEW POUR �� II __�1-- —I I IALL� C8x11.5 W 3/"�x4" EXP. ANCH.'s � 4 � 16" O.C. UNDER WEB A P LA N V � E W SCALE: 1/4" = 1'-0" 1. NEW CONCRETE SHALL HAVE A 28—DAY COMPRESSIVE STRENGTH OF 3000 psi. & SHALL BE PROPORTIONED USING TYPE I—II �� -Rn 2 SULFATE—RESISTANT CEMENT. �� 2. REINFORCING BARS SHALL BE GRADE 60. D (S p� SEP � 2011 TC)WI� t�F �/AIL a i ��, O < x V � � 1 o � X1 ? C O O U � V� � ; N O P P a e � � ] R ` NC P ` aR V � � � a � �� osaa �` m Y o�a� e d > � � � � �a� ,� o ►ca � O � O A A � � � 0 Ooo �a� ��oa 0 ,� � 0 � � � � O � � � � _ designed by drurn by — chcdced by isaued S1 � � � � v � � r� NEW 5" CONC. SLAB CUT EXSTG. SLAB & DT FLANGE BACK NEAR WEB d � �� d� — — � � - a � � �a � � EXSTG. DT �I� I Id 1 � J #5 DWLS � 12" O.C. EPDXIED INTO 3/4"bx4" HOLES 1'-6 (V.I.F.) #4 D WLS x C�? 24" 0. C. 6Y2,> ( V. I. F. ) EPDXIED INTO 3/4��x4" HOLES (3)—#4's CONT. I U° � Ip � a: � '� �� ( a l EXSTG. FDTN. WALL I d I Ia I � � �I -- --—T—°� ---------� �I I � I a al EXSTG. DT Y2" CAP R SCALE: 3/4" = 1'-0" BASE �: 5/8"x6"x0'-10 � � � I ---�-- ° I d a I d I a _a _ �� I � — — — � — �, ° I LOCATE TOP ANCHOR JUST BELOW DAMAGED WALL — EXSTG. FDTN. WALL SCALE: 3/4" = 1'-0" li EXSTG. 8" DT's � � I I� I� I� I� I� I� I� I � I� I I� I � APPROX. EXSTG. HOLES IN EXSTG. SLAB/DT—FLANGE REMOVE ALL DETERIORATED CONC. & REINFORCING (AS SEEN FROM BELOW) CONTACT ENGR. TO B OBSERVE DEMO PRIOR I I � I I I TO NEW POUR �� II ----L�_ —�1--_—�i 1 2. EXSTG. FDTN. WALL� C8x11.5 W 3/"�x4" EXP. ANCH.'s � 4 � 16" O.C. UNDER WEB A NEW CONCRETE SHALL HAVE A 28—DAY COMPRESSIVE STRENGTH OF 3000 psi. & SHALL BE PROPORTIONED USING TYPE I—II SULFATE—RESISTANT CEMENT. REINFORCING BARS SHALL BE GRADE 60. n� �U� Q < N O ; � 9 � � ?� �a�� I/1 � ; N A A 2 � � � � � ~ o � �i7 °.. J N � P V � o r. 0 � 5 a � �� $am � �� Y°� m.. e n>.. � � � � �a� �,O►c� � O � OAA Q�� Ooo � a � �°d � o � � � � designed by TDH tram Dy MTM checked by TDH �� REPAIR 09/29/10 a�� nret � � 5 p2 sE� � ��i S1 TOWN QF VAIL � ��B � � � Q _� NEW 5" CONC. SLAB CUT EXSTG. SLAB & DT - FLANGE BACK NEAR WEB .d. v � 4�� d�— l � O Q � I d I I EXSTG. DT �I� I � ° 1 I___ J #5 DWLS � 12" O.C. EPDXIED INTO 3/4"�x4" HOLES EXSTG. DT Y2" CAP R 1'-6 (V.I.F.) #4 DWLS x � 24" O. C. 6Y2„ � V. I. F. ) EPDXIED INTO 3/a"�x4" HOLES (3)—#4's CONT. I � � ��.o$o V � �'//��/%//�//�/r j � �j\�% � ��j\\�j\ I a �j/��j. I� ° I �� I a l `—EXSTG. FDTN. WALL I �I Ia I � � �I SCALE: 3/4" = 1'-0" --T—�� — — �l °� � � � ° a� � I P � �� I � , BASE �: 5/$"x6"x0'-10 a ° I I ---�-- al a °I � I a —° ° — �� I �-- — — I� ° I LOCATE TOP ANCHOR JUST BELOW DAMAGED WALL —EXSTG. FDTN. WALL SCALE: 3/4" = 1'-0" / I I I I I I I � I I I I � I I� I� I I� � � I EXSTG. 8" DT's I I � I �I I I � I � � � � I I I I� -----L-�-- EXSTG. FDTN. V ....� . � _ :.�. _�. .�. ..� _ .., ...�,�.�.�..,.�,.u...., .��..� _._�.�..�.�.,. � � I I I I I I I I I � � � I I I I I I I I I ( I I I I I I I I I I I � � � I �� II I� �� II �� II �� II � � � � � � I I APPROX. EXSTG. HOLES IN � � I I EXSTG. SLAB/DT—FLANGE �� II �� II �� I I � I � REMOVE ALL DETERIORATED CONC. & � � I I REINFORCING (AS SEEN FROM BELOW) � � � � � � I I CONTACT ENGR. TO � � I I B OBSERVE DEMO PRIOR I I I I TO NEW POUR �� II --�1-- —I I JALL� C8x11.5 W 3/"�bx4" EXP. ANCH.'s � 4 � 16" O.C. UNDER WEB A PLAN VI EW SCALE: 1/4�� _ ��-o�� 1. NEW CONCRETE SHALL HAVE A 28—DAY COMPRESSIVE STRENGTH OF 30�0 nsi. & SHALL BE PROPORTIONED USING TYPE I—II SULFATE—RESISTANT CEMENT. 2. REINFORCING BARS SHALL BE GRADE 60. � � � � � � D 15� SE� � ..�011 T�WN OF VAIL p < m e ; � � � 9 < 01 I ? C � � � n H N � ; o m P w�Ey Q � � � j � s F o " J N � Z P [ v� �y� 9i r°� n � O ~ � P I � o Y � � m � Y� O "t � < e d> °...°.. .. . 1 � � a � �, O ►c'J � o � OAA Q�� 0 O O O � a U � � � � o � � � � designed by TDH drown by MiN checked by TDH issued REPAIR 09/29/10 �n��t S1 JOB #1008-20 '" M � � � . , T�WNOF Y11,� ' l' 3i'�'�� 9 �Ks�1- os�� FINAL REPORi' OF SPECIAL INSPECTIONS Project: _ �nOt�✓` �Q� �'n �o Permit Number. Project Location: /�,'� p �� ,s � ,��Q o , Owner C'Jb_rr �--.e.�,� r- %��_ , .1_ . �/� / Address f1�'S�0 1�0.1'� !� c�92.�-� C3+� L'-��ity: �['��_Z�p; _'1��.� Design Professional In Charge:=��-�$�P,�, L, ��,�,,, ��k �� Address: �v � Q j�..R� J s� Ciry: C�l��zwc�a-� S�ri � t�_, State:_ C'c� Zi � �D'��1�' p� d%Phone: Fax: � �f S — �5%.5 � _ E-mait: S �P��-2 � �. �d ��r, t�.c� � —t-- , o �.,.i �/ (/ r- To the best of my information, knowledge, and belief, the special inspections and/or testing required for this project, have been completed in accordance with the contract documents. Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be considered an integrai part of this final report. Any discrepancies that were noted in all interim reports have been corrected. �z-��«��.� ` ��dw� �� j7 �� % ...�.._ , Prepared by: .�-�-�,�e � � � �.��..�_P � Type or Print ame T- - -� Signature ►I>>l�z- Date -12- Preparer's Seal and Signature I�equired H �' ��°C.�tE'C�'�l HEPWORTH-PAWLAK G�07ECHNIGAL �3�t-�3 N � 5020 Counfyr Road 154 Glenwood Springs, CO 81601 Phone: 970�45-7988 Fax: 9T0-945-8454 hpqeo,(a�hpQeotech. com REINFORCEMENT STEEL INSPECTl4N REPORT Client: Crossroads Realty, LTD Attn: Jay Nobrega 9650 Fal! Ridge Road, Suite C3 Vaif, Colorado 81567 Job No.: Report No. 111299A Day: Date: 1 Page �riday 10-7-41 '[ of 1 Project: Snow Fox Condominiurns Concrete Repair Project, 1034 Lions Ridge Loop, Vail, CO _ _...._._._.._..._.._ ............... ...... .................._._.._. ._.._._. __�._...... _...._.... _. _.._.__ �. . ...__.. ..�.._ _ . .. ,.. ._..._ Area of Inspection: Garage Suspended Slab Repair . .._ .___.__ _._._.. . _ _ ..._ _._ ___._.. _ _...___ ._. _._. ___ .... . ... ..... . .. .... ._.._.....__.._......... Reference Documents Structural Drawings supplied by Matt with Crossroads, Sheet S1, ctetails Used: A and B .. _ . _ ..,..._..... Inspection Notes: Inspection Status: ❑ Preliminary � Final � Concrete reinfarcement as noted above was judged to be in reasonable conformance with the referenced construction documents. ❑ Exceptions Noted: _ _... . . . _._ ... __ _.... . . ___ _ _ .. . ... . . .. ..._. .. ..... _ ._... .....___ ___.__ .. .__._ .._._.. _ __. .,....._. .. ._ . Verbaf Matt with Crossroads Realty was informed of our inspection. Communication: Distribuiion: Crossroads Realty - Jay Nobrega {�avCa�crossroadsvaif.com} Joe Benedict Thamas J. Westhoff, CET Field Technician Reviewed By H� HEPWORTH - PAWLAK GEOTECHNICAL 3� � - � 3�9 502p County Road 754 Glenwood Springs, CO 87601 Phone: 970-945-i988 Fax:870-945-8454 • hpgeo�hpgeotech.com CONCRETE TEST REPOR7 Crossroads Realty, LTD Job No. 1112S9A Attn: Jay Nobrega Date Cast: 70-9Q-71 1850 Fall Ridge Raad, Suite C3 Vail, Caiorado 81567 Sheet: 1 of 1 Project: Snow Fox Condominiums Concrete Repair Project, 1034 Lions Ridge Loop, Vail, CO Placement Location: Parking Garage Sidewalk Repair Supplier: B�B Time Batched: 12:34 pm Load Size (Yds): 3 Truck No: 6038 Time Arrived: 1:00 pm Yds Delivered: 3 Ticket No: 32139989 Time Placed: 1:10 pm Yds Ordered: 3 Mix Design: 36012474 Win 3 Master Exterior Method of Placement: Truck Sample Point: Truck discharge Time Sampled: Air Temp: Concrete Temp: Wafer Added: Communication: Time Cylinders Cast: Initial Cure: Date Stripped: 1:05 pm 4$° 62° 0 gallons Slump: 4.0 inches Air Content: 7.0°% Wet Unit Wt: 139.0 pcf The Contractor and SuppEier were informed of oar field test results. 1:20 pm 1 day on site Field Storage: Insulated cure box 1 Q-11-91 Compressive Strength Data 20T � Compressive 2g Da Lab A�e Date Load Diameter Area Y Nurnber Days lbs. in. �n2 Strength (psi) Avg. (psi) 853A 7 1 Q-7 7-11 38,600 4.01 12.63 306Q 8536 28 11-07-17 58,700 4.01 12.63 4650 853C 28 91-07-11 53,10Q 4.01 7 2.63 4200 4430 853D Hold Dtscarded Specified Strength: 3000 psi at 28 days Notes: Distribu#ion: .,�"..°......__..� �.�_�.��,_... _ ...,,...._.._.....__._�.._�.�.�_r__._,__..r_. Crossrcads Realty, LTD -Jay Nobrega {jay crossroadsvail.coml Josh Fowlkes Thomas J. Wesfhoff, CET Field 7echnician Re�iewed By n�g Item Id 410 30 Total Rows: 4 Inspection Items for B11-0349 15:26 01/02/2013 Items � Action I Inheritable res rc 1 AP No Yes R 2 AP No Yes � R I 2 I AP I No Page 1