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Home My WebLink AboutB12-0183 Inspection Items for B12-0183 10:24 03/04/2014 Sec Item Id Descri tion A r Re Items Action Inheritable * 120 ELEC-Rou h Yes R 1 AP No _ 200 MECH-Rou h Yes R 3 AP No ' 220 PLMB-Rou h/D.W.V. Yes R 1 AP No * 30 BLDG-Framin Yes R 2 AP No 50 BLDG-Insulation Yes R 2 AP No * 60 BLDG-Sheetrock Nail Yes R 2 AP No * 190 ELEC-Final Yes R 2 AP No ` 290 PLMB-Final Yes R 2 AP No * 542 PLAN-FINAL Yes R 2 AP No * 390 MECH-Final Yes R 2 AP No 90 BLDG-Final Yes R 1 AP No Total Rows: 11 Page 1 Department of Community Development 75 South Frontage Road TOWN OF VAII ' � va�i, co s�ss� Tel: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of$110 will be charged upon reissuance of the permit. Application/Permit#(s)information applies to: Attention: Q Revisions �Response to Correction Letter B12-0183 Marin Haeberle �attached copy of correction letter (a Deferred Submittal ��J � ��C, • �Other Project Street Address: 302 Hanson Ranch Road 304 (Number) (Street) (Suite#) BuildinglComplex Name: Mill Creek Court Building Description of Transmittal/List of Changes, Items Attached: --GPSL Architects Plans-2 Pages(A1.1,A2.1) Applicant Information ---->Addition of gas fireplace and removal of fire door (architect,contractor,owner/owner's rep) Contact Name: �on Stevenson --Approved TOV DRB Form&Rendering Address: PO Box 373 ----> Revision to the building awning City Vail State: CO Zip: 81658 Contact Name: Jon StevenSOn (use additional sheet if necessary) Contact Phone: 9�0-331-4538 Building Permits: ons sconco.com Revised ADDITIONAL Valuations(Labor&Materials) Contact E-Mail: 1 @9 (DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out Building: $� in full the information required,completed an accurate plot plan, and state that all the information as required is correct. I agree to Plumbing: $� comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according Electrical: $� to the town's zoning and subdivision codes, design review ap- proved,Intern ' nal Byil mg and Residential Codes and other Mechanical: $� ordinances of- e Toapm,2� I' �theret . X � ��G�%�i�i��—' " l � Total: $0 Owner�wner's Representative Signature(Required) � Date Received: � � � � � V � For Oftice Use Only: �1r`� c� � no+^ Fee Paid: �l+ (v ( �� Received From: I��(�M Cash Check# TOWN OF VAIL CC: Visa/MC Last 4 CC# exp.date: Authorization# I GEORGE SHAEFFER • - • • - . Morton 304 Remodel- Insulation Analysis 10/2/2012 Before Remodel After Remodel Stucco 0.20 Stucco 0.20 8" CMU Block 1 .11 8" CMU Block 1 .11 3/4" Batt Insulation 2.38 2" Spray Foam Insulation 13.60 5/8" Drywall 0.56 5/8" Drywall 0.56 Pre-Remodel R-Value 4.25 Post Remodel R-Value 15.47 Page 1 of 1 INSULATION CARD - DO NOT REMOVE � BASF t-ne chemicat company ICC-ESR-2$42 This form must be filled out and posted to comply with building code and FTC requlrements. Meets IRC 5ection N1101.4 requlrements. Please post near electrical panel. PLEASE ATTACH PRODUCT TECHN/CAL DATA SHEET BEFORE POSTING The fallowing spray polyurethane foam insulation system(s}has been installed. Consutt International Building Code,Section 2603 Foam Plastic Insulation, Intemational Residential Code(IRC)R314 Foam Plastics,or lnternational Energy Conservation Code(IECC)Section 102 for speafic requirements. TF}is spray polyurethane foam insulation system has besn instailed in acxordance with manufacturer's prooessing guidelines to provide a thermal reslstance of... Area Insulated R-Value Thickness; Attic Area R" �0� � . a s inches Sloped Geilings R- @ �� Walls(Where: } R- � inches Walls(Where: E�CTCf R�� NK�[r1� . f R- ( 3 . 6 C� �„ ��ches Floors(4ver an u�heated crawl space) R- @ inches Crawl Space Perimeter R- @ inches Basement Exterior Walls R- Q inches Other(VlJhere: �►pp�. ,�,uc,t ��,5 j ) R- Z Q (r� 3 inches "Nominaf tAlcknesses are represeMative of a fleld,spray-applled foam material. BASF Polyurethane Foam Enterprises Product{s)Installed: (Please Prtnt Clearl� ❑ COMFORT FOAM. Walls: Permeance: �erms at "thidcness Density: Nominal 2# f�SPRAYTIT�,. � Flame Spreadl Rating{ASTM E�4): � Ctass 1 {25 or less) ❑ Class 2(75 or less} tested at 4 'thickness" ❑ COM�ORT FOAM. Other: Permeance:_ oerms at "thickness Oensity: Nominal 2# L�SPRAYTITE.� Flame Spread Rating{ASTM E-84): x❑ Class 1 (25 or less) ❑ Class 2(75 or less) tested at 4 "thickness"' ❑ COMFORT FOAM• Basement Exterior: Permeanoe: oerms at "thidcness Density: Nominal 2# G9G SP RAYTITEm Flame Spread Rating(ASTM E-84): Not Applicable ------------------------------------------------------------------------- (Please Print Clearly) Jobsite Location: 3�a ��s&/!��B.lyNG� (� �` �Q Date Installed: � r�' `Z Building Contractor: S 0'��I�R �"�N�fT�CJ�T�N Insulation Contractor: ��s��-�'�� ' L'�'� Phone: ��'9 �� Installed By: �^� S �L-�4 i G �C 4 G C84tlOn—No Hot Work-Pofyuretha►te fbam!s tombustlble and shou/d be trested 8a such. No welding or cutdng unless foam has been protected from accldenta!fgnftlon by open Name. INSULATi�N CARD - DO NOT REMOVE Department of Community Development 75 South Frontage Road TOWN OF VAII ' � va�i, co s�s5� Tel: 970-479-2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Revision Submittals: 1. "Field SeY'of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum),and are due upon issuance. Permit#(s)information applies to: Attention: ' Revisions B12-0183 Response to Correction Letter attached copy of correction letter (�Deferred Submittal (�Other Project Street Address: 302 Hanson Ranch Road 304 (Number) (Street) (Suite#) Building/Complex Name: Mill Creek Court Building Description/List of Changes: Contractor Information Geor e Shaeffer Construction Co. Structural Steel Revisions & Details Business Name: 9 Business Address: PO Box 373 City Vail State: CO Zip: 81658 Contact Name: Jon Stevenson Contact Phone: 970-331-4538 (use additional sheet if necessary) Contact E-Mail: lOns@gsCOnCO.COm Revised ADDITIONAL Valuations(Labor&Materials) (DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out 1000 in full the information required,completed an accurate plot plan, Building: $ 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 Plumbing: $ � ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review ap- Electrical: $ � proved, Intern ' nal Building and Residential Codes and other ordinance f e To a i er o. Mechanical: $ � .__ X '� Total: g 1000 Owner/ ner's Representative Signature(Required) App cant Information Applicant Name: Jon StevenSOn Date Received: Applicant Phone: 970-331-4538 Applicant E-Mail: JOns@gSCOnCO.COm r} � � � � � � V For ONice Use Only: aUG 1 � 't012 Fee Paid: � Received From: �o�il.�IO�►'� �ash Check# TOWN OF VAIL CC: Visa/MC Last 4 CC# exp.date: Auth# O 1-Oct-I 1 NOTE: TH/S PERMIT MUST BE POSTED ON JOBS/TE AT ALL TIMES .• TOWN OF VAII,�' 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 #: B12-0183 Project #: PRJ12-0031 Job Address: 302 HANSON RANCH RD VAIL Applied.....: 05/10/2012 Location......: MILL CREEK COURT CONDO UNITS 304 AND 306 Issued. . . : 05/30/2012 Parcel No....: 210108240020 OWNER MORTON, WILLIAM I 05/10/2012 87 SOUTH BEACH RD HOBESOUND FL 33455 APPLICANT GEORGE SHAEFFER CONSTRUCTION 05/10/2012 Phone: 970-845-5656 PO BOX 373 VAI L CO 81658 License: C000003084 CONTRACTOR GEORGE SHAEFFER CONSTRUCTION 05/10/2012 Phone: 970-845-5656 PO BOX 373 VAI L '� CO 81658 ' License: C000003084 Description: COMPLETE INTERIOR REMODEL, REPLACE EXISTING WINDOWS,ADD BAY WINDOW. Occupancy: R-2 Type Construction: VA Valuation: $250,000.00 .x.,.x.>...........................................,,.....,.,.....,...,.....,..... FEE SUMMARY .......,.,........,....,.,,,..,...,..,.x„x.........,,.,.....,�,,.,x.,,.,.>._.,<.� Building Permit-----------> $1,833.75 Bldg Plan Check----------> $1,191.94 Use Tax Fee-----------------------> $4,800.00 Electrical Permit---------> $172.50 Elec Plan Check-----------> $112.13 Restuarant Plan Review--------> $0.00 � Mechanical Permit------> $60.00 Mech Plan Check---------> $15.00 Additional Fees--------------------> $0.00 Plumbing Permit--------> $450.00 Plmb Plan Check---------> $112.50 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 I Will Call------------------------------> $20.00 TOTAL PERMIT FEES--------------> $8,767.82 Payments-------------------------------> 58,767.82 BALANCE DUE------------------------> $0.00 .....,,..x.................................................................x.......,.,,..........x�,,.._._....,.>........................,.,....��.....,...,...._...,..,,,,..,.......,. DECLARATIONS 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 INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR U�FICE FROM 8:00 AM -4:00 PM. combination permit_012811 I , � . ��`N�F�A1L 1 �, ...............................................................�,,.,...,....,.........,.......,,..,,......,....,...,......,,..,.............,......,.,,............�..,......,..,.... � CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: B12-0183 Address: 302 HANSON RANCH RD VAIL Owner: MORTON, WILLIAM I Location: MILL CREEK COURT CONDO UNITS 304 AND 306 ...........................................................................................................................�....,,...,.,,.,...............,,<.....,,.....,,.,....>... Cond: 52 (FIRE 2002) Monitored fire alarm system required and shall comply with NFPA 72 (2002 ed.) and VFES Standards Cond: 50 (FIRE): FIRE SPRINKLER SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 13R(2007)AND VFES STANDARDS. , combination permit_012811 � III 1 � Ii i T10WN OF VAI�' ` ' **,��****.**.,*****,*�****.*****************�*��**************,,..**�****..*.**************.**,*.*************.,.***..**„*********,*****�*��,.#*.***. REQUIRED INSPECTIONS AND STATUSES Permit#: 612-0183 Address: 302 HANSON RANCH RD VAIL Owner: MORTON, WILLIAM I Location: MILL CREEK COURT CONDO UNITS 304 AND 306 «*********.******«««„«*.,,.*«*.,,,**.,***..*....********************�****.,«****«******...�*.*�*��***„**«..****„******�**#**********„****««.,***,.*.,*,..**�.�..*** Item: 00120 ELEC-Rough ftem: 00200 MECH-Rough Item: 00230 PLMB-Rough/Water Item: 00220 PLMB-Rough/D.W.V. Item: 00030 BLDG-Framing �tem: 00050 BLDG-Insulation Item: 00060 BLDG-Sheetrock Nail Item: 00190 ELEC-Final Item: 00290 PLMB-Final Item: 00340 MECH-Misc. Item: 00420 Special Inspect-final rept Item: 00090 BLDG-Final . combination permit_012811 I Department of Community Development 75 South Frontage Road TOWN OF VAIL va�i, co s�ss� Tel: 970-479-2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm &sprinkler) Project Street Address: Project#: p�� O��I 302 Hanson Ranch Road 304& 306 Q DRB#: �pI�QD.�I/ �I��II � R�n (Number) (Street) (Suite#) Mill Creek Court Buildin Building Permit#:� j��— O L R � Building/Complex Name: 9 Contractor Information Lot#: Block# Subdivision: Business Name: George Shaeffer Construction Company Business Address: PO Box 373 Work Class: New(� Addition �j Alteration(Oj City Vail State: Co Zip: 81658 Type of Building: Contact Name: Jon Stevenson Single-Family�j Duplex�j Multi-Family(Oj Commercial(Oj Other�j Contact Phone: 9�0-331-4538 Contact E-Mail: lons@gsconco.com Work Type: Interior� Exterior� Both�i I hereby acknowledge that I have read this application,filled out Valuation of in full the information required,completed an accurate plot plan, Work Included Plans Included Work and state that all the information as required is correct. I agree to Electrical OYes O)No Oi Yes QNo 9500 comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to Mechanical �Yes O)No QYes �No 3000 the town's zoning and subdivision codes, design review ap- proved,International Building and Residential Codes and other Plumbing �Yes OjNo �Yes �jNo 30000 ordinances of t Town applicable thereto. 207500 Building �i Yes �No �Yes OjNo X �`L Value of all work being performed: $ 250000 Owner/ ner's Representative Signature(Required) (value based on IBC Section 109.3&IRC Section 108.3� Electrical Square Footage 1200 A plicant Information Detailed Scope and Location of Work: Complete interior Applicant Name: Jon Stevenson remodel, replace existing windows, add bay window Applicant Phone: 970-331-4538 Applicant E-Mail: Jons@gsCOnCO.COm Project Information William Morton Owner Name: Parcel#: 2101-082-40-007&2101-082-40-022 (For Parcel#,contact Eagle County Assessors Office at(970328-8640 or visit www.eag l ecou nty.uslpati e) (use additional sheet if necessary) For Office Use Only: Date Received: Fee Paid: Received From: �� ) �Q '� Cash Check# CC: Visa/MC Last 4 CC# exp date: Auth # 12-Mar-2012 .�. GEORGE SHAEFFER �� O� � o o ��Q� CONSTRUCTION COMPANY P.o. Box 373 VAIL,COLORADO 81658 DATE May 8,2012 �06 No. 1203 TO: � JR Mondragon Morton Remodel-Mill Creek Court Building#304&306 Town of Vail 75 South Frontage Road Vail,CO 81657 Voice#: 970-479-2138 Fax#: 970-479-2452 Email: jmondragon@vailgov.com WE ARE SENDING YOU �Attached ❑Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑Change order ❑ COPIES DATE NO. DESCRIPTION 1 5/8/12 Town of Vail Buildina Permit A lication 3 5/2/12 GPSL Architects-Pro'ect Plan Set(Arch, Structure,MEP) 1 4/l7/l2 A&D Asbestos Testin Re ort 1 State of Colorado Asbestos Testin &Abatement Re uirement Checklist 1 5/8/]2 Town of Vail-S ecial Ins ection&Testin Schedule&A reement 1 5/1/12 AEG IECC 2009 Com liance Re ort 1 Jeld We�Windows- Performance Data&Information 1 5/8/12 Buildin Plan Check Fee-Check#]05324 THESE ARE TRANSMITTED as checked below: �For approval ❑Approved as submitted ❑ Resubmit copies for approval ❑For your use p Approved as Noted p Submit copies for distribution ❑ As requested ❑Returned for corrections ❑ Return conected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: Building permit application for review and approval. Construction Staging Plan to be submitted to Leonard Sandoval. p � � � � � . MAY 0 8 zp12 SIGNED: °�`'' Jon Stevenson COPY TO: TOWN OF VAIL File George Shaeffer Construction Company If enclosures are not as noted,kindly notify us at once. Versio� 1.0 �1 �ilCv� i� �u�-��v� �� 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 testing reauired? 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 clearance letter 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�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 and abatement permit applications should be submitted to: Town of Vail, Community Development, 75 S Frontage Rd, Vail, CO, 81657. Town of Vail Contact: State of Colorado Contact: Fire Prevention Bureau Colorado Department of Public Health Vail Fire Department and Environment 75 S Frontage Rd Asbestos Compliance Assistance Group Fire_inspectors@vailgov.com 303-692-3158 970-479-2252 asbestos@state.co.us www.vailgov.com www.cdphe.state.co.us O1-1an-I1 A & D Asbestos Testing and Consulting `. John R. Peterman �**��****** P.O. Box 1230 Clifton, CO. $1 SZO-1230 Cell 970-270-3b89 Home Phone 970-464-5265 INSPECTiON REPORT PREI'ARED FOR: Bill Morton R7 South Rcach Road Hobe Sound, FL 33455 LOCATIUN: Mill Creek Court Buildin� 302 Hanson Ranch Road Units 304 and 306 Vai� CO. REPORT PREPARED BY: John R. Peterman Inspcctor Manager COLORADO Certifirate Nn. bbUl COLORADO Regi.stration #ACF-16522 UTAH Certificate No. 1236 UTAH Registration #ASBC-43 7 z A & D Asbestos Testing and Consulting � John R. Peterman Asbestos T�sting, Project Dc;sign, and Consultmb INTRUDUCTIUN; On April 17ih, 2012 an inspection/survey was conductcxl and 6 bu[k samples were collecteti f'rom: Mill Creek Couri Building 302 Hanson Ranch Road Units 304 and 306 Vail, CO. The purpose of the inspection/survey wbs to locate and sampte suspected Asbestos containin� material� that might be present m the units that are pl,aruied for selective mterior rcnovation. The inspection was made, and thc samples were collected by John R. Peterman, an A.H.E.R.A. and State of Colorado Ccrtified Asbcstos . In.�pector. Great care was taken during the inspection and samplmg to be as accurate as possble. It should bc noted that minimal damage was donc to thc cxisting building structures during thc irispcction so thcrc is no documentation for unseen condition.S or stored 'Rems. All samples were analyzed by DCM Scicnce Lab in Wheat Ridge, CO. This laboratory i.s decmed "Proficicnt" in thc E.P.A.Quality A.ssurance (QA) program for the determination of asbestos in bulk materials, and is accredited by the Amcrican Hygicne flssociation (AHA). SAMPI.ING PROTOCUI,: A random sampling scheme was used to sampSe the suspect materials lhat were discovered. if during any future demolition or rcnovaiion work, suspect material is discovered that hasn't been sampled and would be di�turbed, work should be halted until the rruterial has becn testcd. 3 John R. Peterman Ashc�stn.s Tc:sting, Pr�ject Design, and C'on.��ulting � Mill Creek Building 303 Hanson Ranch Road units 3(k� and 306 Vail, CO. Renovation Area Descreption: The units 304 and 306 are planncd for intcrior renovation. The interior walls are covered in shc�trock, woad, and brick. The ceilmgs are covered in sheetrock tike the walls. The tloors are covered in carpet,wood,ceramic tiles and sheet vinyl. CONCLUSIONS & RECOMMENDATiONS: Laboratory anatysis of the bullc samples indicatcs that Asbestos was detected in one out of frvc cou�osite sheetrock samples. Thc Asbcstos contcnt of the positive samplc is less than the Regulatory Limit (Grc;ater than t% Asbcstos). The Asbestos contcnt was verified by the requireci Paint Count Analysis. No Asbcstos was dctcctcd ir� thc remaining samples tested, 4 _i _ ____ _ . ._. _ _ . ___ _._. ._ ___ . __ � : T___._____ . ....._..._ ..... � `�8�8: -- --. .- •-•---- 4/30/2U12 _._ ._ _._ .._ ..__ .�--r---. _..--- r__... _. . ..---.�. ------ �-- -- --• - ---•----- � . I � � ---. . ' Mdl Creek CouA Units 304 and — �---• ---.� -- -•- — ---�--�� --� � �L.0081i0�1' 306 � � _� _ ' •--•....._.._._ _...- � --- --�-�-- - --- —� � `-- •--• - �--- ._.. . - --- -� - -__... -----••— ' � ! � SAMPLE LOCATIONS � � ' � .---.---�--__- -1- ------ -- ,- - - - - -__. . . --------- _ -- -J : . _ _ i � `�SAMPIE NUMBER AREA SAMPLE REMOVED FRON �DESCRIPTION FRUIBLE• f -�•------ ---- ----�----._..._---- �-— -- . r---. ------ -. .._. . --- _ ... ----- �-----...- -- . .._ ___.---- -._._... •304-8 001 EMry Clo�et WaH _ �Composfte�Sheetrock � NO ,3U4-$ .— -002 Back BednOOm CI08et WaN--- --- --CompoeMe SheetroCk i NO � �304-8— - _. 003_.. _ Mlddle_Bedroom Wall ,ComposlEe Sheehock_.__.-----_-- _.NO_...: 306-8 004 l.aundry Room Well Compoalte Sheebock NO ---t---._... �--�-- -------�---� ---__ .-- ---+- - �• � �30�6 005 laundry Area Clo�et Wall � :Composlte Sheetrocic _ - ----�--�---NO-_.. � --�-----. . ---+--- ---- _.-----. . . _. 304'9 1�006 Er�trY�Goset_Floor �iSheet Vlnyl Floorin9. .__......._�_.'�_.�S_ . � � ; � —�-._----�.- _.--� —- - - ---- ----— ---�- . :Dat a�3oi20�2 1 -- � ---- ..._.._.----. . ._..,.-- – ---�---- . —_. .�_.�_.__ �,__.------- ----- ;LOC8�Or1:� y Mili Creek Court Units 304 and 306 : � � ' —_—.. .--- �� - --....... ,__--•-- � �-- . � - - ----�---- --..._..-- --__.-----�----- --.. i �.._ .__ _ __„ .. _ _ SAMPLE RESULTS I__��_ , � � 'SAMPLE NUMBER� DESCRIPTION ,ASBESTOSTYPE �� _..�._ '_-_' � � I _.��.Y ._..`__.�..__._...__. ;304-8 001 Compostte Sheetrock CHRY /P C � � 0.01 • -- --....'-- ----- - ---- ------•---------- -�-- �304-8 � 002 r Compo6lte Sheetrock-----. NAD � � 0.00� . i�304-8 003 -Composlte-Sheetrock-.---. NAD � 0.00 ' 004 Composlte 3heetrock NAD ; . i 0.00 � �---�- — . .—..-..--------.___ ._._-----------•..------�----�-- � !308-B 006 I Compasite 9heebvcic NAD i . �-• 0.00 i I �-�----a �3o4-e oos :_:1� si�i�nm��i�e_-. __. � ww � � : o.00_J l � _ , . i i ;- --- - --T�— ---- ----...... ..- ---T—�—,---�- ----- - -- , I �----- - -- ---__. _--' ___... _._-�-;� -�--- ;Date: � ._ Apnl 30.2012 �I � i , � --•- --•. _... .. ..__. ___ � � +-- �----. ._..------••— � -•--•- —�-- ; Mill Creek Court Units 304 and .' _-"""'— --.. �--_. .. -- ------_�-----.------; � �LDC8�Ot7:! � 3Qfi • i I ' � �---�----- � - - .... .. _..._—�-— -•-- —.. . --; . 'r---- ' : SUSPECT MATERIAL .. __ �—t—�.-- __ _.._ . . --..-- - _.._ ---•--- --- ! I � i ; , �_'_w____.._. _, CONOITION �� I , . --�t-----�--- . . __ ' ,- - ----- •--�--� ---•�- - - -t--- - � �-----•._ .__. ._.__ . . . ... �SAMPLE NUMBER. TYPE OF SUSPECT MATERW OVERALL _ , DAMAGED 96 TYPE OF DAMAOE' . ----- - - --------1 -�------- —; CONDITION . . _ ' .._ _ __._. _. t_.--.---—.- ' � �304-B 001 � ..,-- SUR —� -C300O r � NO 0.00 � WA +304-$— �-".002 , SUR • COOD ' NO 0.00 WA . , -r----:-. .. ...__._ _ - - - -----•—�-- � '�a-e °°3 ' —..---suR ��-c000- } No _ o.00 _ � wA � .--- --- --- ------ -- ----._____. __ ___-----..__._..._. �30�8 �004 � SUR i GOOD NO 0.00 - -WA '' r- --—�— —--------.. .._ _--�--- �-- ----.�— — .. ---- .....- - ---- . � . �30�8 005 � SUR I i GOOO _ W NO . .. 0.00 NUA i --;----_ .- ---- ----._— - - --� -- ------- --- '30�-8 : 008 � MISC GOOO . NQ 0.00 WA � I � � I I , i . ----. .— -T-�-- ._ ...._ ..--�---- ----.._. � • . � � --- -----. __. __._._. � _ , ---�._i_._...- -.-,.-- t'-----—�-�---- . 'D8�6: !4l30/2012i � ' � � ;_. ._.. __. �...-�- -�------- -,..--� — - ---_ ------....�--� ---�-1--�--�- -i,-�--- ; � �------- ' - --- , - � ------!---�--- - � -- -- - - I : 'Mdl ' �Units 304 • � � � �LOC8�i0�1:�Creek i Court �and 306 � ; � ,._._....-- --- - -•T�— --�- -•---•- - ._..�._..---�- l_..------ -- � � , �— ----- - j iPOT.� _ i—�—�----�---- .. ... . --- ------•--�--- - �--- � !DIST. —,-�- -- -- - ---- —� � . �_ I � ! i � e � ' I._._ ' � � -- '-'—'---'— !--'---..-, . ... . ..:.. ... ........_.----...._. .._.. .. Sample Numbe► I AcoeasiWl lit Potentlal ,I�fluenoa , � �PotenUal � 'Pienum ' �- -- • - -�--- . ._ . Y_. --..-� ---- �-�--- . . r-- - ^---�-- �- - F- ----.....__}_._. - -_- --- . . . '---- �--- -- yes/no -- canfact _..._.----vlbratbre � aU eroalon n yes/no � .-----a------�-�--- -- � . -- -�---- -�---- __--,-----, 304-8 001 YES HIGH LOW ' LOW NO ---------- -- ---� — �---�---•�---� � — '304-8 , 002 i YES ; HIGH � LOW , ' LOW � i NO --- --...--�-�-- — ---. _. .__ _t___ . �304-8-_ ! 003 r YES [_ . -� HIGH � LOW LOW � NO ,�g --r----�- - ....�--�--�-.------__..�—_; — ; 004 � YES I HIGH i LOW ' LOW t NO � __----- .---�--a-- r- � -� ----�---- —T---�-�- . . �'e oos �--YES _...__ HIGH_� LOW _ lOW �- ------+---N°—, 3048 --�-.--008 YES --HIGH �_.____ _�OW�-- . LOW � � NQ � I I � I � � .. I ' . �► D,,�,�M �� ltQ7 v.�IM w WvU[UIR A UMAT IImOl.[O�!1)��fbR7e BULK A386STOS 1EST RfPORT � PAA'iE 1 Of) �T� ANALYSISDM'z 418-12 , Al�ASBEST06 TESTRdO Al1D CONSl1LTMCi RFXIRTINC'OATE 42I•12 I I.O BOX 1�)0 RECFIPT Du►TE• �.Ia-12 CLIFTUN,CO i15241230 CL�Jr�108NO MHLCREEKCOURT i PROJECT TITI,E: �Q2 HANSON RAI�ICN IUI.tlNfl'9 t]W!�Od•VM.,CO � DCIdSLPItOlEC7 ADAT7l7 PERCEN7AOE CpNPOSiTiOM 8Y VLSUAI.6STpAAT'E TOTAL DCwlSL C11E7�T T�fAL !'I�tCF7�ITAGE SAI�R►LE SAMM.E SAMI't.B PERCEM ASBESTQ6 A$66$'fUS OT1�A RlB�0U5 NUH-F19AO115 R16MIf�D ^IUMHER NUMBER AATF. DFSCRlP�ION OF SAAIPI� TVrE fIMVGE •�fi N SAht/L.B CONST[fUENI'S CONS'ITTUEMS NA7FJtIAL1 •1 3W-B-001 4-1611 .l WNIT6PAlPR 20l� ND OG )000 100.0 p TANDRYWALLMUp )O% C}{RYSpTILE (TR-I) 03 0.0 99S 1000 C TAN F1HIlOUS S 0% PID f00.0 0.0 100 0 D W/RIFUIIVWALL 90.0% ND 20 9iA t00.0 ' ml -2 1048-0Q1 1-I!•l2 A WHrTE�AlKi I.0% ND 0.0 100.0 1000 B WF�ED�YWALLMIID 501� ND 0.0 100.0 1000 C TANFTBRat15 6.0% ND i00.0 O.0 IODO D.Wi�TEDRYWAU, 1�.01b Np 1.0 9l.0 1000 ND •� 104&COl �_1612 +� WFR1'E PAAiY 2.0% ND 0 0 100� {00 0 ' a tAN F1BR[X1S 5.0% ND 100.0 OA IOQ.O C WHri'EDRYWALI.MUD 1001i ND 0.0 1000 IODO D 1Y}i�TbDRYWALI. p.Q1� [�f� _ �.0 910 1000 ND ' � 1068-001 �16•12 � BWEPAQVT 101� ND 00 1000 10p,0 8 WHIfE DRY1YAlL MUO �OK ND 0 0 i00.0 1000 C TAN FIBRpl►S 7 pY. NO 100 0 0 0 100.0 U. w►Ai6DRYWALL iTO�S Np ._ 20 910 100.0 ND -S 70bBdD5 1•1612 A. WNREM1PiT I.C1� ND 0.0 1000 sOp.O tl. WFff[EDIIYWAILMUp l.0% ND Q.0 1000 IODO C. TAlrFfBROUS 37K ND 100� O.0 1060 O WHRE ORYWAIL 910K • 11D 2 0 98.0 1000 � HD I I i I I � � �-�. . .E �� rur wrn��wrutu�+K lq4T�f�.CO�f(1�A�OiIA 9lRR ASBESf08 TEST qEp(HtT ►AGE70F) CIIENT: A►1Al,YSLL pATE �-It.12 ASD AS86TOS TESTiNG AND COHSULTINO RE70NTING DA7E �23�12 YO eOX IifO RECEIPTDAt� �li•1'2 CLIFTQN.CO tl S2al1W Cl1FM lOf►NO.. MILL GtEEK COU}Ci PROJECT T1TLE. 1C2 HAAL90N RANCH RD,llN1TS YlW R)06•VAIL,CO DC.'WL�RiW6CT: AOAT73J PE]tCENiAGE COI�eObmOk BY VlSUAL ESTUtA76 I TOTAL I ��- �T TOTAL PFRCENTAGB SMlPL.E LAl�LI SA►eM.fi IF.ACFNT ASHFST08 ASHfSTOS OTfiER Fl6ROUS t�ONftY1tOU5 IDEM�tED NUA�ER liUM�FR DA7E DESCRI/1101J OR SAIdrLE ME RANGE % W SAMPLE CONSiT�UENi3 CONS7ffUPXIS w1ATtllIALS —° - ---- ----- -- i -6 �01S-0O6 Llbll �TANWOOO 1.Q16 ND 0.0 IC0.0 100.0 8 CiSAR MA571C 10.0% ND 0 0 100 0 100 0 C. �tEDANDY1wCKRESfNOUS7rt1i 50.01i ND OA �000 1000 D WFi�i�F�IOOU3 RfSM 59.0% N� 6O O �0 0 f00.d i Np I I POII CALCUU1qN PURP06FS.TRACS(TR)lS/�S511F�A TU 86 QS% [q-A�ISFPARABIE UTERS NO•NONE DEtECi'F� TNE SAMM.F.S WFJtE RECIIYED Q/AOCFpTABLE C`OND1�10P1 TNLS T6ST R1•7'OlT REI/►7E3 p�l,Y i0 THE(�Ddb 7FSif�. MIS RQOR7 MAY N�T e@ tFPItODUCEO E?(CEIf 1N FUt,1� WITHOIJT TH6 WRIriEN APMhOVAL Of THE UBOMTORY 1 � � I � DCM S•C•1•E•N•C•E wo�,ae�c I2�21 W.49'fH AVENUE,UNIi rt6 w}i8A7 RLOC6,CO 30093 (]0])163d270 � BuLK wsePS"POS ANwLYSiS-POT.�r'i OOUKi'1v�TfiOD PAC�1�F 2 CUEAT ANALYSIS DATE. �-24-12 A�D ASBESTOS TESTINa A!m CONSU1.TRrG REPORTI]Y(i DATE: 1-26-12 P.O.BOX 1270 REQUESTED DATE 4-23-12 CLffTON,CO S i 320.1230 C(.[EM 708 NO.: M11L CRPF]C COUR7 PROJECT T1TLE: 302 HANSON KANCH RD. �CT�L PROJECT ADAT723 CROSS REFF3tENCE ADA7TS3 PERCEt�7�GE COI�OSITION BY AREANOLi]I� DCM LA8 I�O' -I SAMPI,EDATE' L16�12 �4 dF 70'fAL SM�(PLE: 3.OS�. C1.�T1T AIO� 304-H•OUI FART B ASBES'TIFOJG�!NQNERAL FJBERS. C�ItY50T11.E 0.23'/. AMOSff'E ND CROCIDOUTb ND TItEMOL77E•AC'IA10l,Ii'E ND ANiliOPHYLL1iE ND TOTAL ASBESTOS COUN'IED 0.23s�i TOTAL ASBESTOS Rd LAYER 0.25% • 70TAL�SBESTOS IN 5�►MPL6 0 01'✓. NOTFS: SAt�LE 1:0. i IS TAN DRYWALL M[lD ND-T�OTv'E DETECIPI) DF�II�ITiONS TOTAL ASBESTOS COUNTED � 7?�AMOUM OF ASBESTOS PRESEM TN TIiS SAN�'1E EXPRESSFD AS A P6RCENT T07AL ASBESTOS R�r LAYER - TF�rERCFNT OF SAMPIE REMAQ�IIIdC'I71►�S ASBE4T0S COUNiED EXPAESSED AS A PERCSt�. TOTAI.AS9k$7oS IN SAIvWLE = TF�PE(tCENT OF T07AL SAtv�LE(FROM PLMISM ANALYSIS) '[tMES Tt�FOTAL ASBESTOS M i.AYER(IF NO ASBESTOS Qd 07�R I.AYERS). i ' J�IVt'�ly1e: �•Y�r.an Rr.stirtnrr_�r.mn.yr.l � - - r JOG li,dQfE�; 342 F{ansm f2arr�Raad I.St��4t a�� i��JF�A�I, � ��,�t�a_: ---_ � SP�GIAL INSpEC�'1p:V Q}VD TtiS71NG AGREEPnEhIT (7a appUcancs cf proje�cts requiring Special Inso�ci;on or Tes:�rroy per�<,Ytion 9�Oi af thc tEtC� The �Yrrner�r h:s�'t�er re�re�nta�. c,�the ad�,�ce of t!'�4 ci[::dc�.. profc;�io.�al �n �sp�r►.�ihle ��:xe�x, :h_d �^.,m�lcte, saat, sqn ara submit a �op� c�f tne Spedal Inz:peC.ion ,;gr�F��( �� g,��,ral Ce:ts 5chcctul(� to U'C i 4wn r�f Vt:il f�: r;,wiew ��d aQpr�� Sgrec�ras �re rEqulr�i o�► t�lt� p��es; phc�9ocopi� orfsx�d sign,3bw�s are aa��rable. 'i"h� ewner ::nd hi�r ��r.er:yl c�r�tr:��r. wt�� ,,*r,,f�l�c, s,'�all a�iso ar�naule,�e khe tQnawing ca;�iSx�s ap�licable to S�eciaf Inspedioc�T3sting: 3. C�-Yltador is rr,�paftsrbfe far �aaer n41r+:abcn t� th? irs��.��r� dr 7�:1�.� a�cracy for ;tems G�:ed_�Page 1) (1�+C 1 rCA) 2_ Qnla�the tr:,��;�e!;�r,�tory,;hv�d kak•�;�m�;es and trans�aet them:o#t�ir a1�ex:�t�ry, "s. Ga�ie�af afi I�aoratary:�3nd inspeciions are W�:;;c,y,l di�r:clly l4�Tc�,��n c�F Vsd t�jr�h�7e�inc� �rrrr�y o��t��rmr;kl�tki,riy, 4. I:�pecG�n 5gertcy to��hmit r7:�es 3r�quali!ic;3tiorts �f p�s-�itc; �,�ct:al in�c�flrs�� he 7�wn c�'�,c91 fat rFr.�sw an�1 ,Fcxo�v�t.{R�,r,c�) 5. 'Tt•�P s�:=:�1 i�s�ar is res�rir:sit,fe'�imm�iaicy'y t'�c�ti'y ityc�ax►n vf Vail B:��I�ing Qf�9 io xr�t'x�c�f an}�cancer.v an�,'flr prob'cros enco�untersd �. It i� I:�.� r��,xan�.i:��lity rA kh� Cx:�krar.tr.r i�� ;c_t�ic:r� the Tcnen of V�il aFrc�rr�1 ?f�ns f� :�inr,:y! msr:�tien cc t y`ng requiren��r:t� :hst rn��e n�ted. A ;��-.t�n;l�c,ar�ioc� p�,�,f�;�r:c3 a�tfe jah�i:ts is t'6CtJC�1rnU�:�CS� �4�C��L�rs�cc:�al i�•pccl:-�n�;,cdures. ?_ T!'+�5�6Ct3:i�specta�zhsA use only th+?Totrm�f Vall:�Fproti•,rc�dr:rNin�� 8. All �:caal iri:pr:clirx� Tr�ld r�eG�c�.,: �nc�:t k:� l�rti ao atc fci :�vie�rv by t,� 7o�vn �. '�:,�il JS4tf ;Kicr ia �i�W rQ i��i}�E�i�I�I�a�Tf�'+�7Jy�Q Ii]. ��F�OF�E t�GGCs`UPANCY 1'dILL B� sfiA"dTCt�_ Ttt�s spei,isl i�t.�t�c�tt� :i�LIIL'� `.',�li1II ,:�,brni7 a si��vd and tiC`s1�G`d SrL�I{st1F:I�I th:�:;ill'tL:�~.�tCty��:�in�Ic_•:l'tti7:.'.ri:�'srt�::�:t.ilrjtl w�c;u;,�`'1i Icd a^� rex,rt'-�. �1`09C?I[f�`iS rf(y1 test:d ar-��or insx:.:c� s��!I be noi.,ed in t�ia�tat�rr.�r.t A copy of th�st�ter.^.�nt At�,ll hr�m.a�nta�e�•=d�t tr�e ;��silC f0�thC Fi�;1C:ir �.�:��r'�;;:vi�1,r,�ibt!0 Trt�nl i:x;ih':�i�� ArknO�tia; iTte'- uvrnet: �.fr • �lGEfArs"R��]r'�� _r,_!.-- - �I;r�:urc: ��:r y+s rw �;k R9ti wGt�v�, �r1� _ �. !+ S� 3� �"r ?�r�� 5—._ � .� C�'i�A � ��f � �� Al[u:nc�� c�.. (_ � � f� iff (�� t�. .;�_rr.,ir� ;-'rrt`�¢r.nc -��,.�v— Projod "�^~ Ar�ehrF�: �� n'itsl7�,.�:-v_� � n:�.'.� cc�.��c:c�^ ,.,�- J �7-�v e�r�i��v� �_u�_��Z�!2 ---- — - -- --- _ ,. .._ : atu`� P�i�d nL1-ne —�•_ -3- - - e , 1UR1'�F�'�`�II��• SPECIAL 1NSREGTI�P[ANt]T�$Y1N�SCliE�l1L� fiBC 170dy �SqfLC�'1 RVY��tlI'!�:�Ft�1;�'.a:l f'roj�ct Name:_� 3'Pr*�r�it r� ax��:rs ua��.a:�c,,,�,�� r��s•�+�.��rt+� TP.St3nS�If} GJ ��g�URr�, P�i��:!la�rm: ��ilr: �at�'Ffl�jr �r '4�v*��.s'_StJti�� 4%�l f�lr:�7Y �� 1\!7C?�i��t�lr� ��[j' � —r4.tJ�f Trstinr�InspEC114n v�r:�l:�ro ��:�I�Limi: .[�;.t.: , �le��r.by tertfie4 tY18f tPr3 Y�!attZ�'I�;�CG:�On J�nC;x-� n:irn;Y.i �s:�:4 h,�y bc"xr7 �_��_::wYxl !u F�c:rfcx-n :;In:ch:s:�l t<:sl;:��:i inspr.c;ions d:cseg oor�irucGon as che,ked t�'a��.to sak►sfii�►1 aR�abks partic�s of t��8u�ld�n�7 Coda. F�r�x t�s Fnal insz►�t�m, thr fr,�:pi�,3icx7�\g�i7c:y s°a�ll �.,�rrnt s st2lement that all it�rr�s c3f dea�n�t� ►��k �erfenn� ware r�partod. r1r�y rtorn;,G�4[�:Ld GUI ff3�L'Cst��inspec;e�i w�i be not�and�xptai�d_ V�:�erv�v�er 3ny Ceagnatw' �err�an thP Ilsi a�� roa�y f�• ,.�.�n�is.,�, le=;li.�ty, cx i�ti�:pr:�lion, il sh:�ll �e Ihe r��por,�iklili[�4�C11C CO(liC3�l�f;o gi�� !ime�y r�tiae t,�the le�pscbon a�en;.�S�J�F1i1t IsIC::�1�1J_'(:CI rS.YY1CL•::I.::�y tre ptrTcx'm�. REINFQRCWG STF'rL: JADE(ZPINKlNi'i; Tcrw�}r$Qt�n•:,ut5e=�l�iGf M.Bt pCr�--Y:res T�:n{wr:iry,`Ptirr.�::r�er`l If1y7LY110.'1 O�P�7L"l'Ci'JCI}I �sFc�-1►�n cf.^�;ecl F.bncatinn . __ Irrynr.rJson af 14ddi�g �i.:pc:r.ti:xti nf Rr.mfon-.r�g 8 F:.rn� E�xY ins�,:r..LCn nf C�c:{.:-r.1r.YLir.rrnmt —_ In-{rr�rrr�C!i a:!-��r.k5 31A�OMRY: F';��un.frD�ptB+�t�' i�1.��.7,irnry Unts,'A'•rII F4isrre:y Sp� N��; s,t�v�_Yn r�-s r,a.�onx.�;�,o.�r,F��,�:�u a�7 �____ r��,x��„y�.n,�rir� L�spc=•Gxi vf F'��;r?r5mtcinq[imuCn� --- Rcrnzncnt'lial) r.oNCKEiE,SNOiCRt�[ GROUT ANn r[oRra-�: S7F�UCTURAL STEEL- r_._ k�3 Tr_�d -rcrrb�=dvw► Cct�rs��c �ot Cxq.t S tJcr�f: ^z�' • {��• -----.�._ �=o�:�r_tes::icr Ces.� _ :�Cy�Idr.nt,f►-�5n�S Wrlting irr�c�ct►�n t y -_ . --[x:i:..:�iry<�t�rkqalcs ___ �[q 1111n5i.��G Ifrty�t�JAnn ___ �..�...-,___ _ I.is[?tsiTa ._.__ :;hr'Q Ri.el'r,��'.9;1hy' _ rest=:rri _�_ Fdd Vl��l�ii��Iris�trt.^.Y�r Lrvirt i�:r.�i h� .L.::n - F-eSj Dt�hny Ir.,rhi�o�t ,��,,„, � ''F .' __._ ..-- FrJd Uthasanic In�octian __ ._' _...' � C:�'JT'.�:fli�_f�3'.:.'.TFYC F1':�F{c7,1l.7�"7� I _ !Ins;u�y FS:f:r.� !1-�ta,DCr'.k 1'l�.kfng Uu,z.rc�an [fir�awc::i:ri Ti:::L' ._ c.�t:�-�cr-f{s __ FIFtE'RDOFl►iG: ._.__._._. .. =};ici�`.rr,�t^t .—' 1:15�4=1iDn$F'h![i`f`1LYil �trnY3�l�ar, '— - f ._r— _ Yiet�f.7-..t*- — .°iOt�S: �_____. I ' �4r�icCc ---; - � -- --- - AGr.r.pt.z�r.c TesL � � � _ ury uns�ti�e:ah[ _ --- fdai�urr�rrsxy t7r1�Yr•�n-sKrvrt PREGASt CL�NCRETE: rald Q�risity Fi.-.u�tnrn3 Tc�is Orif�?N•rs In;�t�nr,cf Ranfa�ci:i�Ft3{i�nf�1 Crea Fo��r.daGan --� _ia.9c�1 1 r-5t;, --- ins�.yx',iDR 9f T61�.7�'�+'4irr.rftr�l STRtf[T1JRAt WO{�D: --- :n:.�e�ior:d C6n�x�tB f'larr,.rm�t __ !n��1�.G�rt�st TBtvi:itiCii _ CnsFr�ctnn�t C�ncrl�Batctxrx� t�ispecti:a�rs(T:tr.-s J:�tr f3t�•i�o;iYr. iqy�c�ii,�n t;i!Pancl;,t�chmcnt 5 Iro�Its _ __ S,�i�r�:lr.3'.•'r_.;C��ma�,nrnt. --- . Cunp��ss'e.x�tr,zh: --- MS�.G�rn€j!Cld l.�r�FabAC.�tnn ___ lrspE✓�GM 4i C's.ss.�r.��frar��r SM4K��QhT7^nCfl.: PtLING,CW�ONS,Cl+PS,TIES; �__. 11��Gb7n n(Rca�rsotcrra FI�[xr.r�rt --- �(�ECtfiL CASE�: -----• �r��S�tu��i S;oncrr_k:?�cezixnl If�5i�Clkin c.f C:�nur_1r_Ct:c:�iin� SP�GIAL I�SPf CT1DN: SCG'7'f1Y��C'Q7Yl:i'1CLi S�,ry at,yer:c�,:t:.�Tt;;p�U.�h�15 n•�i�n:,r.i��s:.v_!rns rrq�iicrd_ ti"fnd+Zr�urerne�ls —�— _._....__._...__ . i .... . �� ,.. � {' �� aec ��: Architectural Engineering Consultants, Inc. Mechanical, Electrical, & Lighting Design Services An Office with LEEDTM Accredited Professionals IECC 2009 Compliance Report To: Sid Schultz From: Chuck Lan ston Com an : GPSL Architects Pro�ect: Morton Remodel Phone: 970-476-1147 Pro�ect No.: 12009.00 Date: Ma 1, 2012 Re: Prescri tive Com liance Sid, We are providing you with the following compliance report for the Mill Creek Building, units 304 & 308 at 302 Hanson Ranch Rd project in Vail, Eagle County. The scope of this project includes windows replacements. Per IECC 2009, Sections 101.4.3, 402.1, and Tables 402.1.1 and 402.1.3 you will comply with prescriptive method of IECC 2009 if the materials installed meet or exceed the following criteria: Requirements per IECC 2009 Required Installed Climate zone 6B - Fenestration U-Value 0.35 Window SHGC 0.40 For other materials, framing and roof assemblies refer to prescriptive requirements of the entire section 402 building envelope to meet the criteria. The contractor shall fill out the °Installed" column and provide documentation of installed materials to demonstrate compliance with this report. If you have questions, do not hesitate to contact us. ti�l��rcczrzrr,Yrj?Yl Regards �� `� �,�r� `�` `.``' ' ��, ��'.� v" d2 ¢y., < ,-. t� � x�,.,.,,,,--- � , -r � `,. � -� �._..._�....��5"4.J r ..�. Chuck Langston, Engineer Stanton 0. Humphries =�`� �r , - �- , � ^��,�y ':C* `t rt;�}' :.+� ,C ,�'F44Y zr-�?� '�G}� � ,��y�'xS.�'`s. t}jF� `Q.�`.,'� ;t. '��iZXXrtXT3z�" 40801 US Hwy 6 & 24,Suite 214,Eagle-Vail, CO 81620 Post Office Box 8489,Avon,CO 81620 phone: 970-748-8520 fax: 970-748-8521 email: stan(�a,aec-vail.com web: www.aec-vail.com vN �� ABWD-AIan-Bradley Windows & Doors, Inc. Brad Wright EL�EN� (970) 481-3394 Cell W I N D O W S & D O O R S QUOTE BY:Brad Wright QUOTE #:JBAW08388 SOLD TO:George Shaeffer SHIP TO:Mill Creek remodel 41011 Hwy 6+24 302 Hanson Ranch Road Unit 304 Avon, CO 81620 Vail, CO 81657 Phone:970-845-5656 Fax:970-845-7013 PO#: PRO]ECT NAME:Mill Creek 304 REFERENCE:Revised Bid 3-21-12 COMMENTS:Bay windows are shown as largest size available in quoting system. The windows wil� be provided per the architects drawings. LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZEINFO DESCRIPTION PRICE PRICE Line- 1 A-Bay Window Main Line Item RO Size:109 X 68 5/16 Custom Clad Casement, 45 Degree Bay Casement/Picture/Casement Flanker= 24, �� \` Brilliant White Exterior, ,� Pine NaturalInterior, � / Nail Fin (Standard), viewed from Exterior.Scale:1/8"=1' FdCtOry MUI�, 6 9/16 Jamb, 5/4 JE-5/4 Reveal Thick, Left/Stat/Right, Coastal Hardware, Nesting Crank Handle, White Hardware, Insulated Low-E 366 Tempered Glass, Standard Spacer, High Altitude, Traditional Glz Bd, UltraVue Mesh Brilliant White Screen, Traditional Screen Stop PEV 2011.4.0.356/PDV 5.478(11/15/11)PW Drawing Number: --Required! Line- 1-1 (Al) RO Size:24 3/4 X 66 Frame Size : 24 X 65 1/4 , (Outside Casing Size: 24 X 65 1/4) `/ Custom Clad Casement, ; Brilliant White Exterior, {/ Pine NaturalInterior, �` Nai� Fin (Standard), �� 3 3/8 Jamb, `� Hinge Left, `� Nesting Crank Handle, White Hardware, Viewed from Exterior.Scale:1/4�•=i� Coastal Hardware, Insulated Low-E 366 Tempered Glass, Standard Spacer, High Altitude, Traditional Glz Bd, UltraVue Mesh Brilliant White Screen, Traditional Screen Stop Clear Opening:14.125w, 60.562h, 5.94 sf U-Factor: 0.35,SHGC: 0.20,VLT: 0.46, Energy Rating: 8.00 QQ-2.9.0.822 cust-053179 Page 1 Of 5 (Prices are subject to change.) JBAW08388-3/21/2012-2:q5 PM Quote Date:1/26/2012 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified:3/21/2012 are subject to review by]ELD-WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZEINFO DESCRIPTION PRICE PRICE Line- 1-2 (A2) RO Size:72 7/16 X 66 Frame Size : 71 11/16 X 65 1/4 (Outside Casing Size: 71 li/16 X 65 1/4) Custom Clad Fixed Casement/Awning Product, Brilliant White Exterior, Pine NaturalInterior, Nail Fin (Standard), 3 3/8 Jamb, Insulated Low-E 366 Tempered Glass, Standard Spacer, High Altitude, Traditional Glz Bd, Viewed from Exterior.Scale:1/4��=i� Traditional Screen Stop U-Factor: 0.32, SHGC: 0.23,VLT: 0.51, Energy Rating: 13.00 Line- 1-3(A3) RO Size:24 3/4 X 66 Frame Size : 24 X 65 1/4 � (Outside Casing Size: 24 X 65 1/4) `� Custom Clad Casement, �� Brilliant White Exterior, \ Pine Natural Interior, > Nail Fin (Standard), �/ 3 3/8 Jamb, �r Hinge Right, ,' Nesting Crank Handle, White Hardware, Viewed from Exterior.Scale:1/4"=1� Coastal Hardware, Insulated Low-E 366 Tempered Glass, Standard Spacer, High Altitude, Traditional Glz Bd, UltraVue Mesh Brilliant White Screen, Traditional Screen Stop Clear Opening:14.125w, 60.562h, 5.94 sf U-Factor: 0.35, SHGC: 0.20,VLT: 0.46, Energy Rating: 8.00 Line- 2 Add for Oversize Bay Window Line- 3 B-French Door COFRR6068 RO Size:71 15/16 X 79 7/8 (Outside Casing Size: 71 3/16 X 79 1/8) Custom Clad Outswing Frnch 2-Pnl Inac Left Frame: 71 3/16 X 79 1/8 A Brilliant White Frame Pine Natural Interior. , Extruded Clad Pnl, Brilliant White Sash Folding Nail Flange Standard DripCap, �ewed from Euterior.Scale:1/8��=i� 6 11/16 Jamb Width. 5/4 Stn Nkl Hdw Traditional Multi-pt Hdl Set 3pt Mort Prep Stn Nkl Adj Hinges Std Sill ,Std Btm Rail Ins Wet Int Glz Low-E 366 Tempered Standard Color Spacer, Hi-Altitude Traditional Glz Bd, No Grid U-Factor: 0.34,SHGC: 0.17,VLT: 038, Energy Rating: 7.00 PEV 2011.4.0.356/PDV 5.478(11/15/11)PW QQ-2.9.0.822 cust-053179 Page 2 Of 5 (Prices are subject to change.) ]BAW08388-3/21/2012-2:45 PM Quote Date:1/26/2012 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified:3/21/2012 are subject to review by JELD-WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZEINFO DESCRIPTION PRICE PRICE Line- 4 C, E-Bedroom unit CCC2448-2 RO Size:48 3/4 X 48 3/4 Frame Size : 48 X 48 � \ (Outside Casing Size: 48 X 48) 1� .� Custom Clad Casement, 2 Wide ,' `� Brilliant White Exterior, { , ,} Pine Natural Interior, `� ,f Nail Fin(Standard), No Sill Nosing, Standard DripCap, � � Factory Muil, vewed from Exterior.Scale:1/4��=i� 6 9/16 Jamb, 5/4 JE- 5/4 Reveal Thick, Left/Right, Coastal Hardware, Nesting Crank Handle, White Hardware, Insulated Low-E 366 Annealed Glass, Standard Spacer, High Altitude, Traditional Glz Bd, UltraVue Mesh Brilliant White Screen, Traditional Screen Stop PEV 2011.4.0356/PDV 5.478(11/15/11)PW Line- 4-1 (Al) CCC2448 RO Size:24 3/4 X 48 3/4 Frame Size : 24 X 48 (Outside Casing Size: 24 X 48) ,� Custom Clad Casement, ;' Brilliant White Exterior, {, Pine NaturalInterior, >>\ Nail Fin(Standard), \ 3 3/8 Jamb, Viewed from Exterior.Scale:1/4��=i• Hinge Left, Nesting Crank Handle, White Hardware, Coastal Hardware, Insulated Low-E 366 Annealed Giass, Standard Spacer, High Altitude, Traditional Glz Bd, UltraVue Mesh Brilliant White Screen, Traditional Screen Stop Clear Opening:14.125w,43.312h,4.248 sf U-Factor: 0.35, SHGC: 0.20,VLT: 0.46, Energy Rating: 8.00 Line- 4-2 (A2) CCC2448 RO Size:24 3/4 X 48 3/4 Frame Size : 24 X 48 (Outside Casing Size: 24 X 48) �� Custom Clad Casement, ��1 Brilliant White Exterior, ,> Pine Natural Interior, ��' Nail Fin (Standard), / 3 3/8 Jamb, Viewed from Exterior.Scale:1/4��=i� Hinge Right, Nesting Crank Handle, White Hardware, Coastal Hardware, Insulated Low-E 366 Annealed Glass, Standard Spacer, High Altitude, Traditional Glz Bd, UltraVue Mesh Brilliant White Screen, Traditional Screen Stop Clear Opening:14.125w,43.312h,4.248 sf U-Factor: 0.35,SHGC: 0.20,VLT: 0.46, Energy Rating: 8.00 QQ-2.9.0.822 cust-053179 Page 3 Of 5 (Prices are subject to change.) JBAW08388-3/21/2012-2:45 PM Quote Date:1/26/2012 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified:3/21/2012 are subject to review by JELD-WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZEINFO DESCRIPTION PRICE PRICE Line- 5 D-Bedroom French CCCFR4848 Casement Frame Size : 48 X 48 RO Size:48 3/4 X 48 3/4 (Outside Casing Size: 48 X 48) �, . Custom Clad Casement, French Casement !' `,\ Brilliant White Exterior, {< <? Pine NaturalInterior, � f Nail Fin(Standard), No Sill Nosing, Standard DripCap, �� ; 6 9/16 Jamb, 5/4 JE-5/4 Reveal Thick, � , Venting, vewed from Exterior.Scale:1/4��=i� Nesting Crank Handle, White Hardware, Coastal Hardware, Insulated Low-E 366 Annealed Glass, Standard Spacer, High Altitude, Traditional Giz Bd, UltraVue Mesh Brilliant White Screen, Traditional Screen Stop Clear Opening:31.5w,43.312h, 9.474 sf U-Factor: 0.35, SHGC: 0.20,VLT: 0.46, Energy Rating: 8.00 PEV 2011.4.0.356/PDV 5.478(11/15/11)PW Line- 6 F-Bay Window(78" Main Line Item Heights) Custom Clad Casement, 45 Degree Bay Casement/Picture/Casement RO Size:109 X 74 1/2 Flanker— 24, / � Brilliant White Exterior, � Pine Natural Interior, � Nail Fin (Standard), �` � Factory Mull, Yewed from Exterior.Scale:1/8��=i� 6 9/16 Jamb, 5/4 JE-5/4 Reveal Thick, Left/Stat/Rig ht, Coastal Hardware, Nesting Crank Handle, White Hardware, Insulated Low-E 366 Tempered Glass, Standard Spacer, High Altitude, Traditional Glz Bd, UltraVue Mesh Brilliant White Screen, Traditional Screen Stop PEV 2011.4.0356/PDV 5.478(11/IS/11)PW Drawing Number: --Required! Line- 6-1 (Al) RO Size:24 3/4 X 72 3/16 Frame Size : 24 X 71 7/16 / (Outside Casing Size: 24 X 71 7/16) Custom Clad Casement, � Brilliant White Exterior, �� Pine NaturalInterior, Nail Fin (Standard), Viewed from Exterior.Scale:1/8°=r 3 3/8 Jamb, Hinge Left, Nesting Crank Handle, White Hardware, Coastal Hardware, Insulated Low-E 366 Tempered Glass, Standard Spacer, High Altitude, Traditional Glz Bd, UltraVue Mesh Brilliant White Screen, Traditional Screen Stop Clear Opening:14.125w, 66.75h, 6.547 sf U-Fador: 0.35, SHGC: 0.20,VLT: 0.46, Energy Rating: 8.00 QQ-2.9.0.822 cust-053179 Page 4 Of 5 (Prices are subject to change.) JBAW08388-3/21/2012-2:45 PM Quote Date:1/26/2012 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified:3/21/2012 are subject to review by JELD-WEN LINE NO. LOCATION BOOK CODE UNIT QTY EXTENDED SIZEINFO DESCRIPTION PRICE PRICE Line- 6-2(A2) RO Size:72 7/16 X 72 3/16 Frame Size : 71 11/16 X 71 7/16 (Outside Casing Size: 71 11/16 X 71 7/16) Custom Clad Fixed Casement/Awning Product, Brilliant White Exterior, Pine NaturalInterior, Nail Fin (Standard), viewed from Exterior.Scale:i/8"=1' 3 3/8 Jdmb, Insulated Low-E 366 Tempered Glass, Standard Spacer, High Altitude, Traditional Glz Bd, Traditional Screen Stop U-Factor: 0.32, SHGC: 0.23,VLT: 0.51, Energy Rating: 13.00 Line- 6-3 (A3) RO Size:24 3/4 X 72 3/16 Frame Size : 24 X 71 7/16 � (Outside Casing Size: 24 X 71 7/16) � Custom Clad Casement, � Brilliant White Exterior, �� Pine Natural Interior, Nail Fin (Standard), Viewed from Enterior.Scale:1/8��=i• 3 3/8 Jamb, Hinge Right, Nesting Crank Handle, White Hardware, Coastal Hardware, Insulated Low-E 366 Tempered Glass, Standard Spacer, High Altitude, Traditional Glz Bd, UltraVue Mesh Brilliant White Screen, Traditional Screen Stop Clear Opening:14.125w, 66.75h, 6.547 sf U-Factor: 0.35, SHGC: 0.20,VLT: 0.46, Energy Rating: 8.00 Line- 7 Add for Oversize Bay Window $� Note: Note: Please be advised this is a Non-Stock, Non-Returnable, Special order product. Your signature below indicates you have reviewed the specifications, quatities, and details of this order. Customer also acknowledges receipt of the terms &conditions of sale which outlines the detaifs of this purchase. X QQ-2.9.0.822 cust-053179 Page 5 Of 5 (Prices are subject to change.) JBAW08388-3/21/2012-2:45 PM Quote Date:1/26/2012 Drawings are for visual reference only and may not be to exact scale. All orders Last Modified:3/21/2012 are subject to review by]ELD-WEN �,._.a.� w _ . - - _e..�-� NOTE: TH/S PERM/T MUST BE POSTED ON JOBSITE AT ALL TIMES ,. �w��i�� 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 #: B12-0183 Project #: PRJ12-0031 Job Address: 302 HANSON RANCH RD VAIL Applied.....: 05/10/2012 Location......: MILL CREEK COURT CONDO UNITS 304 AND 306 Issued. . . : 05/30/2012 Parcel No....: 210108240020 OWNER MORTON, WILLIAM I 05/10/2012 87 SOUTH BEACH RD HOBESOUND FL 33455 APPLICANT GEORGE SHAEFFER CONSTRUCTION 05/10/2012 Phone: 970-845-5656 PO BOX 373 VAI L CO 81658 License: C000003084 CONTRACTOR GEORGE SHAEFFER CONSTRUCTION 05/10/2012 Phone: 970-845-5656 PO BOX 373 VAI L CO 81658 License: C000003084 Description: COMPLETE INTERIOR REMODEL, REPLACE EXISTING WINDOWS,ADD BAY WINDOW. Occupancy: R-2 Type Construction: VA Valuation: $250,000.00 .............�....,..,,......_.........,.._......,,,..�........._..,,,.............. FEE SUMMARY .............»....,,,....,.,.......,...,....,....,,�..«....._.........._......,,...., Building Permit-----------> $1,839.35 Bldg Plan Check----------> $1,195.58 Use Tax Fee-----------------------> $4,800.00 Electrical Permit---------> $172.50 Elec Plan Check-----------> $112.13 Restuarant Plan Review-------> $0.00 Mechanical Permit------> $60.00 Mech Plan Check---------> $15.00 Additional Fees--------------------> $0.00 Plumbing Permit--------> $450.00 Plmb Plan Check---------> $112.50 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $20 00 TOTAL PERMIT FEES--------------> $9,107.06 Payments-------------------------------> $9,107.06 .>.................... BALANCE DUE------------------------> $0.00 ♦hYeRi�+f f�kfrf f#k�kRffYrk1e41'FYrRf/kiF�k41`X�Rtf#A4Yf1`+#Y'f'�ktd*ib##*i4i1'rt/r1`�lkf f fi'R4�A'f 4x�t�kA1(4}ri4M�R#}rt#f 41(f4Mi(f+t trY41�teNFYr*Lf`##�ki(f fr4f Y('kAR�Pi1"k�/Atrit#f f f kf*N4f irt4*f�kM**iVtrYrrtiFfr�.Ff i!ilf+Fifrilf DECLARATIONS 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 INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM -4:00 PM. combination permit_012811 � , �+ ��U�� ..............>�................,�....,..�,...,,...,.,,.,.,...,..,.,,......,..�.....,,«................,.....,.........,,..................,...........,......,.....,,............�.. CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: 612-0183 Address: 302 HANSON RANCH RD VAIL Owner: MORTON, WILLIAM I Location: MILL CREEK COURT CONDO UNITS 304 AND 306 ........................................,,................,.........,...........,..,.».............,......�.........�..»...,.,.......,...........,..............,,,.....,........,.... Cond: 52 (FIRE 2002) Monitored fire alarm system required and shall comply with NFPA 72 (2002 ed.) and VFES Standards Cond: 50 (FIRE): FIRE SPRINKLER SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 13R(2007)AND VFES STANDARDS. combination permit_012811 � � 1 V�V��11tL • ***.*********�**«*************«******«*«*****�***************,.*«*�*,.*************«****************«***«********«**«***««***********,..******«********* REQUIRED INSPECTIONS AND STATUSES Permit#: 612-0183 Address: 302 HANSON RANCH RD VAIL Owner: MORTON, WILLIAM I Location: MILL CREEK COURT CONDO UNITS 304 AND 306 *******************.,«*«***„*********««„�******«„*.,****��************.,****,.*****************�***««*******�*�*****«*********««««*********««.*********** Item: 00120 ELEC-Rough 09/14/2012 By: mdenney Action: AP Item: 00200 MECH-Rough 08/31/2012 By: nsc Action: AP 09/14/2012 By: mdenney Action: APCR Comments: Provide a large enough access panel for mech equipment above ceiling. Item: 00230 PLMB-Rough/Water Item: 00220 PLMB-Rough/D.W.V. 08/31/2012 By: nsc Action: AP Item: 00030 BLDG-Framing 09/14/2012 By: mdenney Action: APCR Comments: Provide a large enough mech access for equipment above ceiling. Item: 00050 BLDG-Insulation 09/21/2012 By: mdenney Action: PA Comments: Bay window only 10/02/2012 By: JRM Action: AP Item: 00060 BLDG-Sheetrock Nail 10/15/2012 By: sgremmer Action: APCR Comments: Walls only Contractor needs to provide floor ceiling seperation the plans were un-clear, and only one layer of 5/8" r�y� gyp was installed 10/18/2012 By: sgremmer Action: AP Item: 00190 ELEC-Final Item: 00290 PLMB-Final Item: 00340 MECH-Misc. Item: 00420 Special Inspect-final rept Item: 00542 PLAN-FINAL Item: 00090 BLDG-Final combination permit_012811 +++++******************************************************++*******************++*****++*** TOWN OF VAIL, COLORADOCopy Reprinted on 11-14-2012 at 09:09:00 11/14/2012 Statement **+********************************************r*******************+**:*******************�* Statement Number: R120001869 Amount: $220.00 11/14/201209: 08 AM Payment Method: Check Init: CG Notation: check#106662 george shaeffer co ----------------------------------------------------------------------------- Permit No: B12-0183 Type: COMBINATION BLDG PERMIT Parcel No: 2101-082-4002-0 Site Address: 302 HANSON RANCH RD VAIL Location: MILL CREEK COURT CONDO UNITS 304 AND 306 Total Fees: $9, 107. 06 This Payment: $220.00 Total ALL Pmts: $9, 107.06 Balance: $0.00 *****************************************************+************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 220.00 ----------------------------------------------------------------------------- .�� - �3 ��c� 12-13-2012 Inspection Request Re�orting Page 3 4'05�m Vail, CO Citv O Requested Inspect Date: Friday, December 14,2012 Site Address: 302 HANSON RANCH RD VAIL MILL CREEK COURT CONDO UNITS 304 AND 306 A/P/D Information Activity: 612-0183 Type: COMBO Sub Type: AMF Status: ISSUED Const Type: Occupancy: Use: R-2 Insp Area: Owner: MORTON,WILLIAM I Contractor: GEORGE SHAEFFER CONSTRUCTION Phone: 970-845-5656 COMPANY Description: COMPLETE INTERIOR REMODEL, REPLACE EXISTING WINDOWS,ADD BAY WINDOW. Requested Inspection(s) Item: 542 PLAN-FINAL Requested Time: 08:15 AM Requestor: GEORGE SHAEFFER CONSTRUCTION ` Phone: 970-845-5656 COMPANY 33�- `�53g� Com ments: 331-4528 b n V'� Assigned To: B IBSON Entered By: JMONDRAGON K Action: Tim Exp: � � � / ' � �' t � Item: 390 MECH-Final Requested Time: 04:30 PM Requestor: GEORGE SHAEFFER CO STRUCTION Phone: 970-845-5656 COMPANY Comments: 331-4528 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Comment: ans o no re ect work that was done. u mi revised plans Item: 90 BLDG-Final Requested Time: 08:00 AM Requestor: GEORGE SHAEFFER CONSTRUCTION Phone: 970-845-5656 COMPANY Comments: 331-4528 Assigned To: SGREMMER Entered By: JMONDRAGON K Action: Time Exp: r � Li`�� ` � .� _... , fw•� � � •. �'l.N vv � Inspection Historv Item: 120 ELEC-Rough **Approved'" 09/14/12 Inspector: mdenney Action: AP APPROVED Comment: Item: 200 MECH-Roug h "`Approved" 08/31/12 Inspector: nsc Action: AP APPROVED Comment: 09/14/12 Inspector: mdenney Action: APCR APPROVED/CORRECTION REQD Comment: Provide a large enough access panel for mech equipment above ceiling. Item: 230 PLMB-Rough/Water Item: 220 PLMB-Rough/D.W.V. *''Approved'`'` 08/31/1Z Inspector: nsc Action: AP APPROVED Comment: Item: 240 PLMB-Gas Piping Item: 30 BLDG-Framing ""Approved*" 09/14/12 Inspector: mdenney Action: APCR APPROVED/CORRECTION REQD Comment:. Provide a lar�e enough mech access for equipment above ceiling. Item: 50 BLDG-Insulation 'Approved"` 09/21/12 Inspector: mdenney Action: PA PARTIAL APPROVAL REPT131 Run Id: 15036 � �I�- Ua3l 01-08-2013 Inspection Request Re orting Page 9 4:32 nm Va��, CO - Citv O� Requested Inspect Date: Wednesday January 09 2013 Site Address: 302 HANSO�I RANCFI Rb VAIL MILL CREEK COURT CONDO UNITS 304 AND 306 A/P/D Information Activity: B12-0183 Type: COMBO Sub Type: AMF Status: ISSUED Const Type: Occupancy: Use: R-2 Insp Area: Owner: MORTON,W ILLIAM I Contractor: GEORGE SHAEFFER CONSTRUCTION Phone: 970-845-5656 COMPANY Description: COMPLETE INTERIOR REMODEL,REPLACE EXISTING WINDOWS,ADD BAY WINDOW. Reauested Ins�ection(s) Rem: 542 PLAN-FINAL Requested Time: 08:00 AM Requestor: GEORGE SHAEFFER CONSTRUCTION Phone: 970-845-5656 COMPANY Comments: no#given Assigned To: BGIB50N Entered By: JMONDRAGON K Action: Time Exp: Comment: e woo urrmg around the south facing wm ow needs to be painted white to match the existina stucco cobr. The face plate for the photocell bcated above the sign on the bay windows needs to be pamted to match the stucco co . �� 9 � 13 Ins�ection Historv Rem: 120 ELEC-Rough "Approved"` 09/14/12 Inspector: mdenney Action: AP APPROVED Comment: Item:- 200 MECH-Rough "Approved" 08/31/1�" Inspector: nsc Action: APAPPROVED Comment: 09/14/12 Inspector: mdenney Action: APCR APPROVED/CORRECTION REQD Comment: Provide a large enough access panel for mech equpi ment above ceiling. 12/17/12 Inspector: sgremmer Action: AP APPROVED Comment: ftem: 220 PLMB-Rough/D.W.V. "Approved" 08/31/1Z Inspector: nsc Action: AP APPROVED Comment: Item: 30 BLDG-Framing "Approved" 09/14/12 Inspector: mdenney Action: APCR APPROVED/CORRECTION REQD Comment: Provide a large enough mech access for equipment above ceiling. 12/17/12 Inspector: sgremmer Action: AP APPROVED Comment: Rem: 50 BLDG-Insulation "Approved*' 09/21/12 Inspector: mdenney Action: PA PARTIAL APPROVAL Comment: Bay window onIy 10/02/12 Inspector: JRM Action: AP APPROVED Comment: Item: 60 BLDG-Sheetrock Nail "Approved" 10/15/12 Inspector: sgremmer Action: APCR APPROVED/CORRECTION REQD Comment: Walls ony Contractor needs to provide floor ceiling seperation the plans were un-clear,and ony one layer of 5/8"gyp was installed 10/18/12 Inspecior: sgremmer Action: AP APPROVED Comment: ftem: 190 EI.EC-Final "Approved" 12/07/12 Inspector: Martin Action: DN DENIED Comment: Work is not completed 12/11/12 Inspector: sgremmer Action: AP APPROVED Comment: Rem: 290 PLMB-Final "Approved" 12/07/12 Inspector: Martin Action: DN DENIED REPT131 Run Id: 14627 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ,. �w�o��. . 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 #: B12-0183 Project #: PRJ12-0031 Job Address: 302 HANSON RANCH RD VAIL Applied.....: 05/10/2012 Location......: MILL CREEK COURT CONDO UNITS 304 AND 306 Issued. . . : 05/30/2012 Parcel No....: 210108240020 OWNER MORTON, WILLIAM I 05/10/2012 87 SOUTH BEACH RD HOBESOUND FL 33455 APPLICANT GEORGE SHAEFFER CONSTRUCTION 05/10/2012 Phone: 970-845-5656 PO BOX 373 VAI L CO 81658 License: C000003084 CONTRACTOR GEORGE SHAEFFER CONSTRUCTION 05/10/2012 Phone: 970-845-5656 PO BOX 373 VAI L CO 81658 License: C000003084 Description: COMPLETE INTERIOR REMODEL, REPLACE EXISTING WINDOWS,ADD BAY WINDOW. Occupancy: R-2 Type Construction: VA Valuation: $250,000.00 ..»...................„_._..,....__._......,....,,,...............,............... FEE SUMMARY ......,....,,.,..,,..,�.,,,,............,....................,.,.........»......... Building Permit-----------> $1,839.35 Bldg Plan Check----------> $1,195.58 Use Tax Fee-----------------------> $4,800.00 Electrical Permit---------> $172.50 Elec Plan Check-----------> $112.13 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $140.00 Mech Plan Check---------> $35.00 Additional Fees--------------------> $0.00 Plumbing Permit--------> $450.00 Plmb Plan Check---------> $112.50 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $20.00 TOTAL PERMIT FEES--------------> $9,537.06 Payments-------------------------------> 59,537.06 BALANCE DUE------------------------> $0.00 .....................x..,,xx,,,..,.,,,,,.,.,,,,.,....,,..........,...,........,,.,...«.«..,....,,..,.,,,.,,..........,.,..,..,.....,.....,,......._......................,............,.....«.. DECLARATIONS 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 INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM -4:00 PM. combination permit_012811 � � ��i ��1 j .. 4#'Y`Y`Yr'k+wf#Y'Y'YrYrYrA�it#'��#fili(f rt*f L1�4II\xwx'k�rMRRttYrYrtr'krtrtrttrYrYrYrYrrtrtf fYrfrM��k1e44�kffiY`rtilLilf f f 1�44#%1(4f frf 44kLYrf 4444�kfirkirrtrtl(f(frfr4+fRfirfrfl`1�4**�H(4f iFiFRRtAf 4f4�k1rf 4aA'f f 4+�te4f�k/�,FYrYrYrYYrYrRhtR4frfttwf f ffxt��xxx CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: B12-0183 Address: 302 HANSON RANCH RD VAIL Owner: MORTON, WILLIAM I Location: MILL CREEK COURT CONDO UNITS 304 AND 306 ...........................................................................�.................,,......,,.x,....,,,,.,,,..,,,.......,.,.,..,,,,.,.,,.,.....,,................,.....,... Cond: 52 (FIRE 2002) Monitored fire alarm system required and shall comply with NFPA 72 (2002 ed.) and VFES Standards Cond: 50 (FIRE): FIRE SPRINKLER SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 13R(2007)AND VFES STANDARDS. combination permit_012811 r � � ��Vl �� + «**�*,�********«*«****«««**,.*******.,*.,******.***********..*****,,,.k****,.******.,,***,�«*«.,.,***«****«******«*********,.,.*«««*«„**„**„�****.*,�**.*********** REQUIRED INSPECTIONS AND STATUSES Permit#: B12-0183 Address: 302 HANSON RANCH RD VAIL Owner: MORTON, WILLIAM I Location: MILL CREEK COURT CONDO UNITS 304 AND 306 «************************,.*,.*,.**.««*«**««*****««*«„******************«**,.*******.,********,.�*„�**,,,,****,.**«,,,,*,.*,..,,****x******«*.****.********.,.,.*„*** Item: 00120 ELEC-Rough 09/14/2012 By: mdenney Action: AP Item: 00200 MECH-Rough 08/31/2012 By: nsc Action: AP 09/14/2012 By: mdenney Action: APCR Comments: Provide a large enough access panel for mech equipment above ceiling. Item: 00230 PLMB-Rough/Water Item: 00220 PLMB-Rough/D.W.V. 08/31/2012 By: nsc Action: AP Item: 00240 PLMB-Gas Piping Item: 00030 BLDG-Framing 09/14/2012 By: mdenney Action: APCR Comments: Provide a large enough mech access for equipment above ceiling. Item: 00050 BLDG-Insulation 09/21/2012 By: mdenney Action: PA Comments: Bay window only 10/02/2012 By: JRM Action: AP Item: 00060 BLDG-Sheetrock Nail 10/15/2012 By: sgremmer Action: APCR Comments: Walls only Contractor needs to provide floor ceiling seperation the plans were un-clear, and only one layer of 5/8" gyp was installed 10/18/2012 By: sgremmer Action: AP Item: 00190 ELEC-Final 12/07/2012 By: Martin Action: DN Comments: Work is not completed 12/11/2012 By: sgremmer Action: AP Item: 00290 PLMB-Final 12/07/2012 By: Martin Action: DN Comments: Work is not completed 12/11/2012 By: sgremmer Action: AP Item: 00340 MECH-Misc. Item: 00420 Special Inspect-final rept Item: 00542 PLAN-FINAL Item: 00390 MECH-Final 12/07/2012 By: Martin Action: DN Comments: Plans do not reflect work that was done. Submit revised plans Item: 00090 BLDG-Final combination permit_012811 *******+********�***************************+****+****************************************** TOWN OF VAIL, COLORADO Statement ***************+**+**********************************************************************�** Statement Number: R120001990 Amount: $320.00 12/13/201212:08 PM Payment Method: Check Init: CG Notation: ck# 106952 george shaeffer ----------------------------------------------------------------------------- Permit No: B12-0183 Type: COMBINATION BLDG PERMIT Parcel No: 2101-082-4002-0 Site Address: 302 HANSON RANCH RD VAIL Location: MILL CREEK COURT CONDO I7NITS 304 AND 306 Total Fees: $9, 537.06 This Payment: $320.00 Total ALL Pmts: $9, 537.06 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 80.00 PF 00100003112300 PLAN CHECK FEES 240.00 ----------------------------------------------------------------------------- � ��E � �:� � — +w �� •:�� r�;�� GEORGE SH�EFFER WELLS FARGO BANK WEST,N.A. �O��5� � � � � § � CONSTRUCTION COIVIPAIVY ,4von,COn81620 DATE NUMBER � �� 'a �`�,=-�; P.O.BOX 373 PH.970-845-5656 23-7-1020 �;*,�'��`�� VAIL,CO 81658 �p '� a � .ca� �� ,� � . � 12/13/1 -I06952 �,� ,� ,� � � e �a,�'� `"� ��. � .�;�e� °��. �OUNT �: � � ' **********$320 . 00** ° � PAY ***** Three Hundred Twenty Dollars & no/100 ***** � � ,� � . ;� . �� ,, =�� ,., �� — s TOTHE �'e`°` �,� ,`.; � �� ,��' F r '.a b P ""�7 "<4; `y � ��. � � � �-�� ORDER � � ' -, �� y,a,�,� �w m �'�; i' 3 . T 3 � r � '� ,� '�� e'��d ��. +a �d �$ �T3 .z°8 � , E, oF TOWN OF VAIL � �°� �; °� � ��' ��`�` � ��. �� = � �, � �_ �� b'��'_� � � � - � � � �, � � b,�� `,� � �� b ,. � �� _ . fc�^ �-a ^a '�� i.o s,4, �,d.�" t.d 7 5 S FRONTAGE RD `�� "� �"� �� '� �� '��° � � ' � �� t � �; ' VAIL CO 81657 '�� `°'�� "' ` ��`� �� `a' �� g ,��.�� z `�� ,� , �.�,��;�� ,� �� .3.i>�'^ E ...ER ,�""`, ��.z ae"-�r°�^,..�a i � ��' L069 5 Z��' �: LO 20000 76i: 30 5B0006 76ii' Department of Community Development 75 South Frontage Road TOWN OF VAII ` va�i, co s�ss� Tel: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of$110 will be charged upon reissuance of the permit. Application/Permit#(s)information applies to: Attention: (J Revisions p Response to Correction Letter B12-0183 Building Department �attached copy of correction letter {^,.�/� T f/�, Q Deferred Submittal i 1\V I a�V�3 � !��the� Special Inspections Reports �l Project Street Address: 302 Hanson Ranch Road 304 (Number) (Street) (Suite#) Building/Complex Name: Mill Creek Court Building Description of Transmittal/List of Changes, Items Attached: --Final Report of Special Inspections Applicant Information -- Letter from MJ Mueller-Completion of Project (architect,contractor,owner/owner's rep) Contact Name: George Shaeffer Construction Co. Address: PO Box 373 City Vail State: CO Zip: 81658 Contact Name: Jon Stevenson (use additional sheet if necessary) Contact Phone: 9�0-331-4538 Building Permits: ons sconco.com Revised ADDITIONAL Valuations(Labor&Materials) Contact E-Mail: 1 @9 (DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out Building: $� in full the information required,completed an accurate plot plan, and state that all the information as required is correct. I agree to Plumbing: $� comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according Electrical: $� to the town's zonin and subdivision codes, design review ap- proved, Inter Buildin nd idential Codes and other Mechanical: $� ordinan of e Town a " . /� X �2 Total: $� Own Owner's Representative Signature(Requir Date Received: LS � � II V � For Oftice Use Only: � Fee Paid: Received From: NOV 1 CJ ?0�� Cash Check# CC: Visa/MC Last 4 CC# exp.date: TOWN OF VAIL Authorization# i � . T�W�IOF VAIL ` FINAL REPORT OF SPECIAL INSPECTIONS Project: �bC��o� �Rm��.�t R�S�o�r.�c,£ Permit Number: �-�2� �� v3 Project Location: 302.. �AN�nZ �t�,t�c..� (Zp . Owner L'�,1� +�� 'Ma�•�v� Address � U`k'c,-�►`�•�. �oc�.� City: �veprtn�:cl^Zip: O�og� Design Professional In Charge: ► 1n.t (h`S MvP��y Cc�� e Address: �� p�'� '�r• City: Va�� State: C� Zip: �� Phone: q�0'�y"��— Z6Z7 Fax: ��'" �11�"�31 E-mail: �vellQ� �1Mevw�Icr��Mti�.v�.-2.� � To the best of my information,knowledge, and belief,the special inspections and/or testing required for th�s project, have been completed in accordance v�ith the contract documents. Interim reports submitted prior to this Finai Report of Special Inspections form a basis for,and are to be considered an integral part of this final report. Any discrepancies that were noted in all interim reports have been corrected. Prepared by: , tZc�b�-2`f �o\\�C.�� .��,��;5�°��r,,,� ��s � �M TypeorPrintName K�,a pr�t��4 '" r �t � � Q�� `sr��- e. �. Signature ��t; �o-aa- �Z � Date Preparer's Seal and Signature Required � _ -12- � �( 1 3131 BELLAIRE DRIVE !� THORNTON,CO 80241 � y IIVSPECTION REPORT 303-957$436 WESTERN STATES INSPECTION CO. PAGE 1 OF 3 CLIENT CESARE, INC. CLIENT PO# 1 2.1 14 PROJEGT/JOB# MILL CREEK COURT BLDG. CODE AWS D 1.1 /AWS D 1.3/AISC DATE 1 0-22-1 2 SPECIFICATION PROJECT SPECS. /ASTM �IOURS OF SHIFi' 6:00 AM TO �Z:OO PM DAY OF WEEK MONDAY MILEAGE TO 1 00 MILEAGE FROM 1 00 TOTAL HOURS TODAY (6) INSPECTOR ROBERT H. POLLOCK __ TOTAL MILEAGE 20O ASSISTANT N/A CLIEhIT REP. ADAM SEARS PER DIEM YES NO X ____ REPORT# REMARKS: MORTON RESIDENCE MILL CREEK COURT BLDG.-UNITS 304&306 VAIL,CO. . 1) TRAVEL TO PROJEGT SITE.AS REQUESTED. 2) REVIEW PROJECT SPECIFICATIONS&DRAWINGS AVAILABLE AT PROJECT SITE. 3) CONDUCT THE REQUIRED"STRUCTURAL STEEL&WELDING"SPECIAL INSPECTIONS FOR SHOP AND/OR FIELD APPLICATIONS. 4) CONUUCT SPECIAL INSPECI"ION OF HIGH STRENGTH BOLTING(l3STM A325 OR A490).AS REQUIRED. 5) SEEATI"ACHED'ERECTION INSPECTION REPORT' FOR DEfAILS. i�� ..�Q " �`�'�� rcr�',�;�"°� `� \��, �"Z�.''� c ��.�` f�� .\�.:;� .�r,"7,'�r . ...��,�• :v �C -�AWS CWI# 1 0090331 - (CERTIFIED WELDING INSPECTOR) - ICC SPECIAL INSPECTOR#87852 1 -S 1 &S2 � (STRUCTURAL STEEL&BOLTING) SIGNAI URE ROBERT POLLOCK ' 'I •Q�+'� ICC SPEGAL INSPECTOR i 131 31 BELLAIRE DRIVE , THORNTON,CO 80241 303-957-8436 STRUCTURAL STEEL WESTERN STATES ERECTION INSPECTION REPORT INSPECTION CO. PAGE 2 OF 3 CLIENT CESARE. INC. GLIENT PO# 1 2.1 1 4 PROJECT/JOB# MILL CREEK COURT BLDG. CODE AWS D 1.1 /AWS D 1.3/AISC DATE 10-22-1 2 SPECIFICA710N PROJECT SPECS. /ASTM HOURS OF SHIFT PG. 1 PM TO PG. 1 PM DAY OF WEEK MONDAY MILEAGE TO PG. 1 MILEAGE FROM PG. 1 TOTAL HOURS TODAY PG. 1 INSPECTOR ROBERT POLLOCK ToTA1_M��a,�E PG. 1 ASSISTANT N/A CLIENT REP. ADAM SEARS PER DIEM YES NO X REPORT# ITEM DESCRIPTIONIREMARKS DISPOSiTION ACCEPTED REJECTED O.D.LIST YES/NO MORTON RESIDENCE-UNITS 304&306 1 REVIEW WEtC]ER QUALIFICATION TEST RECORDS PROVIDED BY X " ERECTION CONTRACTOR. (HIGH COUNTRY CUSTOM) \ 2 CONDUCT VISUAL WSPECTION OF COMPLETED FIELD WELDWG AT THE FOLLO W I NG: G4] SPLICE PLATES ON C 1 O X 3O LEDGERS X [B] 4"X 4"ANGLES/CHANNEL LEDGERS X [C] l/2"BASE PLATES/ 1 O"X 2"TUBE STEEL MEMBERS X [D] W8 X 2� BM.CLIP ANGLES/ 1 O"X 2"TUBE STEEL X [E] 8"X 2"TUBE STEEL/8"X 6"7UBE STEEL AT DOORS ' � •X [F] 1 O"X 2"TUBE STEEL COLUMNS/ W8 X 2 1 HEADER BMS. ' X 3 IT SHALL BE NOTED,ALL REQUIRED EPDXY ANCHORS HAVE BEEN X INSTALLED, UTILIZING POWER FASTENERS ADHESIVE. (AC 100+ Go�D) 4 CERTIFICATE OF COMPLIANCE IS ATTACHED. X �:�� °,�, ' r?�_ �AWS CWI # 10090331'r (CERTIFIED WELDWG INSPECTOR) ,' � � —ICC SPECIAL INSPECTOR#87852 1 -S 1 &S2)� (STRUCTURAL STEEL&BOLI'ING) I ,-`..j,"' SIGNATURE ROBERT POLLOCK R • Q��Uc.V�� (ICC SPECIAL INSPECTOR) , 3d�� `�� a•a2-�z 13131 BEUAIRE DR. THORNTON,CO 80241 303-929-5750 WESTERN STATES fNSPECTION CO. CERTIF[CATE OF COMPLIANCE DATE: OCTOBER 22, 2012 CLIENT: CESARE, [�1C. (1 2.1 14) PROJECT: MORTON RESIDENCE REMODEL(MILL CREEK COURT BLDG.) INSPECTION: STRUCTURAL STEEL WELDING & BOLTING THIS IS TO C-EfZT1FY THAT WESTERN STATES 1NSPECTION (WSI), TO THE BEST OF MY KNCSWLEDGE HAS COMPLIED WITH THE REQUIREMENTS OF THE PURCHASE AGREEMENT/ORDER TO PROVII3,�THE REQUIRED INSPEGTION OF STRUCTURAL STEEL WELDING ANU BOLTING. THE PROJECT REFERENCED ABOVE SHALL BE CONSIDERED IN COMPUANCE WfTH ALL APPLICABLE GOVERNING CODES, STANDARDS, SPECIFICATIONS AND WORKMANSH[P PROVIStOfVS, AS WELL AS THE CONTRACT DOCUMENTS. WESTERN STATES 1NSPECTION CO. �.QeSL'k„�\,� ROBERT POLLOCK �``� A A ��k '♦ Y VICE-PRESIDENT/QUALI"fYASSURANCE DIRECTOR •.�`.ri��Gj . ;�� .� > , � ��4 ?� . `:-��4`�`�, `r��\� .,`'cJ�t �� the mj mueller to., inc. 8 November 2012 Mr. Sidney Schultz GPSL ARCHITECTS, PC 953 South Frontage Road West Suite 230 Vail, Colorado 81657 Subject: REMODEL TO UNIT 304 and 306 Mill Creek Court Building Vail, Colorado At the request of the general contractor, this report is being prepared to confirm that this office has been directly involved in the project mentioned above. Any and all questions have been addressed regarding this project, field visitations were made as requested, and revisions were made to the structural plans, details and specifications as required for any changes or revisions. See structural plans, details and specifications dated 2 May 2012 and revised 24 July 2012 and 3 August 2012. Completion of the project as specified on the structural plans, details and specifications will complete the intent of the structural plans. Thank-you for the opportunity to provide professional engineering services for this project. Sincerel THE l�� O., INC. � s�• W . f T ��a��' �� e ,��, ,! �C� � ��'-� ` '�r`�� £ Mark T�Muellery . Pfesident cc: Mr. Dennis Thompson-GEORGE SHAEFFER CONSTRUCTION COMPANY civil architectural and structural engineering • p.o. box 2747 vail, colorado 81658 476-�627 476-2637 �FAX) Department of Community Development 75 South Frontage Road TOWN OF VAIL ' � va�i, co s�ss7 Tel: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of$110 will be charged upon reissuance of the permit. Application/Permit#(s)information applies to: Attention: Q Revisions Q Response to Correction Letter B12-0183 Marin Haeberle �attached copy of correction letter Q Deferred Submittal �Other Project Street Address: 302 Hanson Ranch Road 304 (Number) (Street) (Suite#) Building/Complex Name: Mill Creek Court Building Description of Transmittal/List of Changes, Items Attached: ADDITIONAL PLANS REQUESTED BY MARTIN(email 11.01.12) Applicant Information (architect,contractor,owner/owner's rep) --AEC Engineering (M1.0 & M2.0) Contact Name: �on Stevenson Address: PO Box 373 ----> Drawings for gas piping to fireplace --GPSL Architects Plans- 1 Pages(A3.1) City Vail State: C� Zip: $1658 ----> Revision to the building awning ' Contact Name: Jon Stevenson (use additional sheet if necessary) Contact Phone: 970-331-4538 Building Permits: ons sconco.com Revised ADDITIONAL Valuations(Labor&Materials) Contact E-Mail: 1 @9 (DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out Building: $� in full the information required,completed an accurate plot plan, and state that all the information as required is correct. I agree to Plumbing: $� comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according Electrical: $� to the town's zoning and subdivision codes, design review ap- proved,International Building and Residential Codes and other Mechanical: $� Xrdinances , e T a plicable the eto. __...----- � 6 _.__ Total: $ Owner/ ner's Representative Signature(Required) Date Received: LS � � � V � For Oftice Use Only: D Fee Paid: ��;uV Q� 20 IZ Received From: Cash Check# �.'� - ��,�0��t CC: Visa/MC Last 4 CC# exp.date: TOWN OF VAI L Authorization# Page 1 of 1 B 12-0183 Rev2 � Martin Haeberle � to: '�"""'`` JonS@gsconco.com 11/O 1/2012 09:49 AM Cc: JR Mondragon Hide Details From: Martin Haeberle <MHaeberle@vailgov.com> To: "JonS@gsconco.com" <JonS@gsconco.com>, Cc: JR Mondragon<JMondragon@vailgov.com> Jon. Please provide revised plans to reflect the following in order to complete the review of your revisions. • Gas piping plan including btus proposed for new gas fireplace • Provide plans for the revisions to the awning Thank you Martin Martin Haeberle Chief Building Official Community Development Department TOWN OF VAII 970.479.2142 vailgov.com twitter.com/vailgov . file:///C:/LJsers/JonS/AppData/Local/Temp/notesADB4E2/�web 1595.htm 11/7/2012 Department of Community Development 75 South Frontage Road TOWN OF VAIL ' va�i, co 8�ss7 � �� Tel: 970.479.2128 www.vai Igov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of$110 will be charged upon reissuance of the permit. Application/Permit#(s)information applies to: Attention: Revisions B12-0183 Marin Haeberle �Response to Correction Letter �attached copy of correction letter .° �J i �Deferred Submittal �f�-� �� ,� ..�J� _,� �Other Project Street Address: 302 Hanson Ranch Road 304 (Number) (Street) (Suite#) Building/Complex Name: Mill Creek Court Building Description of Transmittal/List of Changes, Items Attached: ADDITIONAL PLANS REQUESTED BY MARTIN Applicant Information (architect,contractor,owner/owner's rep) --AEC Engineering (M1.0 & M2.0) Contact Name: �on Stevenson Address: PO Box 373 ---> Radiant Heated Floors ---->AC Unit City Vail State: CO Zip: 81658 Contact Name: Jon St2VenSOn (use additional sheet if necessary) Contact Phone: 9�0-331-4538 Building Permits: ons sconco.com Revised ADDITIONAL Valuations(Labor&Materials) Contact E-Mail: 1 @9 (DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out Building: $� in full the information required,completed an accurate plot plan, and state that all the information as required is correct. I agree to Plumbing: $� comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according Electrical: $� to the town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other Mechanical: $4000 ordinances of the Town applicable thereto. �( Total: $4000 Owner/Owner's Representative Signature(Required) Date Received: For OfYice Use Only: D � � � a � � Fee Paid: �� Received From: �C� � � L�+� Cash Check# C CC: Visa/MC Last 4 CC# exp.date: �� F VAIL Authorization# '("d _ - - - � � � � . TO�t�OF YAIL ' FINAL REPORT OF SPECIAL INSPECTIONS Project: .�QI th�S 12�.5�o�Ticf �EMOO E � Permit Number. � �Z-a�a� Project Location: 3o Z NP� NSo t�t, Rt��C� �c�,. V N\'i' 40� Owner A\av� �a'1N�S Address �b�� S�N ��tnvQ, t�t��!'� Ciry: lvfw�d:'{� Zip: �� Design Professional In Charge: � �'�- M� M�e ILP�� tc- Address: I�G 3 A�P' � p r • City: v��j State: �� Zip: ��t� �Phone: ��G'�'I7�-7G77 Fax: ��b '�17� -Zl�3� E-mail: IM�P��E'c��l/jA�C.��L� INltl� .142� ,, 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 integral part of this final report. Any discrepancies that were noted in all interim reports have been corrected. _, Prepared by: � . e�� ' i�ob�2-r Po\\c1C.1� J. �'.'��Cj�:��4�• ` Type or Print�ame ' r ��\, "b� � �a�� `�" .,--t';,. �� `t i:.,'..� \ Signature r=�'`-��'` �, ,,:° �o-aQ - 12 Date Preparer's Seal and Signature Required , -12- . J 1 31 31 BELLAIRE DRIVE THORNTON,CO E30241 INSPECTION REPORT 303-957-8436 WESTERN STATES fNSPECTION CO. PAGE 1 OF 3 CLIENT CESARE. INC. CLIENT PO# 1 2.1 1 3 PROJECT/JOB# MILL CREEK COURT BLDG. CODE AWS D 1.1 /AWS D 1.3/AISC DATE 1 a24-1 2 SPECIFICATION PROJECT SPECS./ASTM HOURS OF SH1FT 6:00 AM TO 1 2:00 PM DAY OF WEEK WEDNESDAY MILEAGE TO 7 00 MILEAGE FROM 1 OO TOTAL HOURS TODAY (6) INSPECTOR ROBERT H. POLLOCK TOTAL MILEAGE 200 ASSISTANT N/A CLIENT REP. ADAM SEARS PER DIEM YES NO X REPORT# REMARKS: JAMES RESIDENCE REMODEL MILL CREEK COURT BLDG.-UNIT 401 VAI�,CO. 1) TRAVEL TO PROJECT SITE,AS REQUESTED. 2) REVIEW PROJECT SPECIFICATIONS&DRAWINGS AVAILABLE AT PROJECT SITE. 3) CONDUCT THE REQUIRED"STRUGTURAL STEEL&WELDING"SPECIAL 1NSPECTIONS FOR SHOP AND/OR FIELD APPLICATIONS. 4) CONDUCT SPECIAL INSPECTION OF HIGH STRENGTH BOLTING(ASTM A�25 OR A490),AS REQUIRED. 5) SEE ATTACHED'ERECTION INSPECTION REPORT' FOR DETAILS. ,...� 6� �. i`;`,` �AWS CWI# 1 0090331 - (CERTIFIED WELDWG INSPECTOR) - ICC SPECIAL INSPECTOR#87852 1 -S 1 &S2 � (STRUCTURAL STEEL&BOLTWG) SIGNATURE ROBERT POLLOCK • • �b-�� - -- ---- --- --_ _ _- ICC SPECIAL INSPECTOR � 1 31 31 BELLAIRE DRIVE • THORNTON,CO 80241 303-957-8436 , STRUCTURAL STEEL WESTERN STATES ERECTION INSPECTIOIV REPORT WSPECTION CO. PAGE 2 OF 3 CLIENT CESARE, INC. CLIENT PO# 1 2.1 1 3 PROJECT/JOB# MILL CREEK COURT BLDG. CODE AWS D 1.1 /AWS D 1.3/AISC DATE 1 0-24-1 2 SPECIFICATION PROJECT SPECS. /ASTM Hou�s o�SHi►=-r ��. 1 PM �ro PG. 1 PM DAY OF WEEK WEDNESDAY MILEAGE TO PG. 1 MILEAGE FROM PG. 1 TOTAL HOURS TODAY PG. 1 INSPECTOR ROBERT POLLOGK TOTAL MILEAGE PG. 1 ASSISTANT N/A CLIENT REP. ADAM SEARS PER DIEM YES NO X REPORT# ITEM DESCRIPTION/REMARKS DISPOSITION ACCEPTED REJECTED O.D.LisT YES/No JAMES RESIDENCE-UNIT 4O 1 1 REVIEW WEtDER QUALIFICATION TEST RECORDS PROVIDED BY X ERECTION CONTRACTOR. (HIGH COUNTRY CUSTOM) \ 2 CONDUCT VISUAL INSPECTION OF COMPLETED FIELD WELDING AT THE FOLLOWING: [A] SPLICE PLATES ON C 1 O X 30 LEDGERS X [B] 1 O X 2 TUBE STEEL COLUMN/W6 X 25 X [C] 1!2"BASE PLATES/ MC 1 O X 8.4 MEMBERS X LD] MC 1 O X 8.4/ 1 O"X 2"TUBE STEEL AT OPENINGS X [E] 4"TUBE STEEL/SADDLE ASSEM. . � � •X [F] 1/4"TABS/C 1 2 X 20.7 AT WALLS X 3 IT SHALL BE NOTED,ALL REQUIRED EPDXY ANCHORS HAVE BEEN X INSTALLED, UTILIZING POWER FASTENERS ADHESIVE. (AC 100+ GOLD) 4 CERTIFICATE OF COMPLIANCE IS ATTACHED. X � j �AWS CWI # 10090331� (CERTIFIED WELDING INSPECTOR) I � -ICC SPECIAL INSPECTOR#87E352 1 -S 1 &S2)- (STRUCTURAL STEEL&BOLTING) SIGNATURE ROBERT POLLOGK � • P�VF� (ICC SPECIAL INSPECTOR) , 3 oF3 _�_ 10-Zg-I� 1 31 31 BELI..vRE DR. THORNTON,CO 80241 303-929-5750 WESTERN STATES INSPECTfON CO. CERTIFICATE OF COMPLIANCE DATE: OCTOBER 24, 2012 CLIENT: CESARE. ItvC. (12.1 13) PROJECT: JAMES RESIDENCE REMODEL�MILL CREEK COURT BLDG.) INSPECTION: STRUCTURAL STEEL WELDIIVG &BOLTING TH(S IS TO CERT[FY THAT WESTERN STATES INSPECTION (WSI),TO THE BEST OF MY KNOWLEDGE HAS COMPLIED WI7H THE REQUIREMENTS OF THE PURCHASE AGREEMENT/ORDER TO PROVI[�E THE REQUIRED INSPECTION OF STRUCTURAL STEEL WELDING AND BOLTWG.THE PROJECT REFERENCED ABOVE SHALL BE CONSIDERED IN COMPLIAIVCE WITH ALL APPLICABLE GOVERMNG CODES,STANDARDS, SPECIFICATIONS AND WORKMANSHIP PROVfSIONS, AS WELL AS THE CONTRACT DOGUMENTS. WESTERN STATES INSPEGTION CO. �. P��'�c�- , � . ROBERT POLLOCK �;:'. VICE-PRESIDENT/QUALITYASSURANCE DIRECTOR - t�;," ,�`.;�� 5 � .."�L� f��v " y��u�� ' ,:,'� ,.:�.� tf=3 s `. the mj mueller Co., inc. 8 November 2012 Mr. Craig Snowdon SNOWDON & HOPKINS ARCHITECTS, PC PO Box 3340 `•/•=�! (`ni.,�?r10 �1�J8 Subject: REMODEL TO UNIT 401 Mill Creek Court Building Vail, Colorado At the request of the general contractor, this report is being prepared to confirm that this office has been directly involved in the project mentioned above. Any and all questions have been addressed regarding this project, field visitations were made as requested, and revisions were made to the structural plans, details and specifications as required for any changes or revisions. See structural plans, details and specifications dated 12 April 2012 and revised 5 June 2012, 2 August 2012 and 2 October 2012. Completion of the project as specified on the structural plans, details and specifications will complete the intent of the structural plans. Thank-you for the opportunity to provide professional engineering services for this project. Since T � � ' O., INC. @'tF'..'.�L.�I._J ^�- � . � �: 8 �� W y t ss �i • �� ,►• ; } �. • ,q �� ee � `� :F'.-Zr►t t�A!�� } �4a p T�f ��it:�� r1t^:tP. M a rk��fl�ii�`, P�esident cc: Mr. Dennis Thompson-GEORGE SHAEFFER CONSTRUCTION COMPANY civil architedural and structural engineering • p.o. box Z747 vail, color�do 81658 476-2627 476-2637 (FAX) f � NAYWARD BAKER Geotechnical Construccion LLER GEORGE SHAEFFER CONSTRUCTION COMPANY POST OFFICE BOX 373 VAIL, COLORADO 81658 41011 HIGHWAY 6 AVON, COLORADO 81620 ATTENTION: JON STEVENSON TEL: 970-790-1530 EMAIL: JonS��sconco.com REFERENCE: COMPACTION GROUTING OF COLUMN FOR SOIL IMPROVEMENT MILL CREEK Mr. Stevenson, As you are aware, Hayward Baker Inc. (HBI) performed compaction grouting for soils densification for one exiting footing at the above referenced project. The purpose of the compaction grouting was to provide an allowable bearing capacity of 9,000 psf for the existing footing. Based on HBI's review of grout logs and grout takes in each of the four holes installed, and HBI's grouting experience, this bearing capacity has been achieved. The grout logs are attached to this letter. Any additional testing to verify this was at the Owner's and/or Contractor's discretion and as far as HBI is aware, was not performed. Structural capacity evaluation of the existing footing to handle the increased loading was not a part of HBI's scope and it is assumed here-in that this evaluation was performed and approved by Others. As mentioned, all grout logs of HBI's work are attached further in this package. A review of the grout logs and daily reports indicated that the work met all criteria spelled out by HBI in its proposal dated 25 May 2012. The soils were thus adequately densitied through the compaction grouting effort and meet the new bearing capacity requirement. Should you require further inf'ormation or if we can be of any assistance in clarifying any points here- in, please contact us at (303)469-1136. Sincerely, � HAYWARD B R, r LICENs • .... F o�, .PQG\N�ZYiy9�0 �� L• :y Q�3Q2 '�'•'� •°,l .�., Tom Szynakiewicz, PE A9•.. .:�c�= �� .__ Project Manager �'`FSSIOh`�� '" _„. .. ..,.. ., , ' ij�' ..Y��;� z•�. i Job# �7P��"�. Grout Hole Numher: � �� Job Name: Grout Type:Compactlon Grouting GeotetMid Consmmlon s�Pe►: l'(3 /IR�/lGhr•�— i��Eit • TOTAL DEPTH INJECTION INJECTION INJECTION DATE TIME DRILLED 8 DEPTH(FEET) VOLUME CUBIC PRESSURE P31 COMMENTS I CASED(FT) FEET S �� I � r o� � / / „. �p , 220 � r � G ► S i i 8b _ �-�----_ -- _-�_ _ o � - . - � ,S?� / , v � �+ /� , � �i 3 �D Z 2,� � � �S / �'�` / ,2 I � � � �S � . c� !o ,; . , iE';:;.::�:;-� . ~' ' ,. . ;4,_ _ _,�`= � � . f ;��.� . . , Job# �� . Grout Nole Number: 3 ��2„I I-l �� Job Name: r�� Grout Type:Compactlon Grouting ��^��^ jY1�/�r�r-.� �,ti/ super. (�� ` LL�R TOTAL DEPTH INJECTION INJECTION INJECTION DATE TIME DRILLED 8 DEPTH(FEET) VOLUME CUBIC PRESSURE PSI COMMENTS ' CASED(F� FL'ET ' �9 ' J , �S'- ^o '�" iy � ,y - z // —� io � 2 7 � . Z • Z .,�.. � � ls �r'D 7 � 8 / 1oa I ) C l / V -,"G . SU � �� /� � /.Z 3c�or� i.S1d �c� /o 5 � � , �. � � , --o 3 .. � �� • F� ' 1 C �� o O + � � � _ _ � — — — — — — — — — — — — — — — — — — — — — — — � � — — J �— — E � •� F� B - - -� r- - - - - - - - - - - - -0 N - - � i I ro—� — � ;, es I I � � I I �- - - � I I � I I I I I � I � � � � � � � - H - - I I I a I N � � � � � � � � � i � � � �� E�GE OF FUTURE I � EXISTING 4,_Q.I I m + + I I ELEVATOR EQUIPMENT FOUNDATION I I I I � ROOM AND HALLWAY I I TO REMAIN � �•_8. PER SNO-HOP I I I U r DRAWINOS DATED � � O O Z � � r � L - - J I � „_,�a9 r � � � I N a i i > � ° II OR GINAL FOOTING WAS UNDERSIZED FOR LOADS O I I I � + � I I I � Z C� � I I IMPOSED. SEE VARIOUS CRACKS IN THE EXISTING 1�}' I I J OE c'� , � � MASONRY PIER CAUSED BY DIFFERENTIAL SETfLEMENT. I * r� I I a O � Q PROPOSED LOFT LEVEL ADDS ADDITIONAL LOAD TO EXISTING � I I F � O II COIMPACT ONDGROUT PROCOESS IS RE�UIRED TO E FOUNDAG ION TO I I PIOER TO REMHIN I I I I N W W J INCREASE THE ALLOWABLE SOIILS BEARING CAPACITY REMAIN FROM 3000 PSF TO 9000 PSF.SINCE CONSTRUCTION I I I �N 0 � j I I GOMPACTION GROUT PROCESS WILL"CAPTURE' I I I � F= O U FOOTING IN EXISTING LOCATION,GROUT CONTRACTOR I I � J I I IS ENCOURAGED TO ATTEMPT TO RETURN CONCREfE I I I J AND MASONRY PIER TO ORIGINAI POSITION. W � I `- � � a o� EXISTING I I S�I `� N I I O " _ _ � I P ERTTO REMAIN I I I I � - - J � - - - - - - - - - - - - - � � � --�— � > _� I W _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ _ _ _ � EDGE OF FUTURE ,.\I � � ELEVATOR PIT& i 1`\ I O 4'-8" aN SHAFT PER SNO-HOP I �" DRAWINGS DATED �� , FOUNDATION PLAN � "-'�09 � � ' ' ' �' � � � FREESTANDING i I ELEVnTOR PIT& i I � -� � ODENOTES FOOTING TYPE AND SIZE ON �/Q"_�'-O" NORTH SHAFf OPTION PER (\ _ ORIGINAL STRUCTURAL DRAWINGS. SNO-HOP ORAWINGS � L � DENOTES DRILLED CASING TO 20' DATED 11-18-09 � \�) � OF I 3 Z DEPTH FOR COMPACTION GROUTING �� I OF EXISTING SOILS. � S 1 A oF s . , i C NN do' IO, � V EXISTING FR.4MING TO REMAIN � d � � � �� I I a2�-o^ m $� I I EXISTING MASONRY � yL.' � I ' PIER TO REMAIN- FIELD VERIFY � I I COMPLETEGROUT EXISTING MASONRY I I _� EXISTING MASONRY PIER TO REMAIN- I I TO REMAIN FIELD VERIFY COMPLETE GROUT. I � EXISTING PAVER SYSTEM I I TO REMAIN-ALL DISPLACED AND DAMAGED ITEMS TO BE I I REPAIREDTOORIGINAL EXISTINGFRAMING I I CONDITION. I TO REMAIN I I N I I o N , � I � �2•_� �z,_a„ � � w I I � I " � EXISTING I I � I �� EXISTING U � (� CONCRETE i ii O O FOOTING AND I I i � i i FOl1NDATION TO N a Z PIER TO REMAIN � � i I i i REMAIN p FUTURE ELEVATOR i i i � F� PIT AND SHAFT � � �� W � O 67,_6,� s�,-6• � �� Z [0 � � � �--- � �, a � � � SIU�TBRE HALL I � i�l � i i EXISTING SLAB � O � I I � � � i i I i i BEYOND TO O U � �I� �� REMAIN N .I Y m � � I I m 8; � II W w � W � � I I W �� N p W a 0 62'-0° 1 J � � o '�I �� — ---- s?'-0" � ~ � � > � �� iIi --ii- --T- - -T � � Q I I _ _ � � so,_o„ � Q �� ii - G L - -J so,o � j W � c°� � - T--"T��1 c°+ r��- T� -- BOILERROOM Q � L - J L---J L�i_ � ii @ N ii ii ❑ i� u w n u � i i i i EXISTING SLAB � 4 COMPACTION GROUT i; ii TO REMAIN � POINTS AROUND EXISTING PIER-COORDINATE ii �i EXISTINGFOOTING POINTS TO MISS EXISTING �� a HEATING,UTILITES AND ii i i AND ORAINAGE FOUNDATION DF2P,INAGE ii ii SYSTEM TO REMAIN SYSTEMS. �� ii ii II II � SECTION L K SECTION K 3� 2 s 7 ,�4•_,�-�° s 7 ,�4„_,._Q�� S7 OF 9