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Home My WebLink AboutB12-0193TOWN OF VAIL ` Department of Community Development 75 South Frontage Road Vail, CO 81657 � Tel: 970-479-2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: 302 Hanson Ranch Road 401 (Number) (Street) (Suite #) Building/Complex Name: Mill Creek Court Building Contractor Information Business Name: George Shaeffer Construction Company Business Address: PO Box 373 City Vail State: CO Contact Name: Jon Stevenson Contact Phone: 970-331-4538 Contact E-Mail: Jons@gsconco.com Project #: PR5 � a — DRB #: ��] I � l�(�3q Building Permit #: ��d� " Q � - 6� Lot #: Block # Subdivision: Work Class: New (Oj Addition �j Alteration (Oj Zip: g�658 Type of Building: Single-Family �j Duplex �j Multi-Family (Oj Commercial � Other �j 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 ap- proved, International Building and Residential Codes and other ordinances of the own applicable thereto. - - •-• - _. `._ _ _...,_ X - „w. Owner/O ner's Representative Signature (Required) Applicant Information Applicant Name: Jon Stevenson Applicant Phone: 9�0-331-4538 Applicant E-Mail: lons@gsconco.com Project Information Owner Name: Alan & Jennifer James Parcel #: 2101-082-40-011 (For Parcel #, contact Eagle County Assessors Office at (970-328-8640 or visit www.eaglecou nty. us/patie) For Office Use Only: Fee Paid: Received From: Cash Check # CC: Visa / MC Last 4 CC # Auth # exp date: Work Type: Electrical Mechanical Plumbing Building Interior � Exterior � Both �i Valuation of Work Included Plans Included Work �i Yes O)No OYes QNo 9500 �Yes O)No QYes �No 3000 �Yes �No �Yes �jNo 30000 Oi Yes O)No �Yes OjNo 207500 Value of all work being performed: $ 250000 (value based on IBC Section 109.3 & IRC Section 108.3� Electrical Square Footage 1,200 SF Detailed Scope and Location of Work: Complete interior remodel, replace existing windows, added windows, added storage loft, added gas fireplace (use additional sheet if necessary) Date Received: ,p ��o�� MAY i l zo� Tf�W�! C)F VAII. NOTE: TH/S PERM/T MUST BE POSTED ON JOBSITE 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 #: B12-0193 Project #: PRJ12-0049 Job Address: 302 HANSON RANCH RD VAIL Applied.....: 05/15/2012 Location......: MILL CREEK COURT BUILDING UNIT 401 Issued. ..: 05/30/2012 Parcel No....: 210108240011 OWNER JAMES, ALAN AND FLETCHER, JE 05/15/2012 Phone: 646-220-6943 1049 5TH AVENUE APT 7A NEW YORK NY 10028 APPLICANT GEORGE SHAEFFER CONSTRUCTION 05/15/2012 Phone: 970-845-5656 PO BOX 373 VAI L CO 81658 License: C000003084 CONTRACTOR GEORGE SHAEFFER CONSTRUCTION 05/15/2012 PO BOX 373 VAI L CO 81658 License: C000003084 Phone: 970-845-5656 Description: COMPLETE INTERIOR REMODEL, REPLACE EXISTING WINDOWS, ADDED WINDOWS, ADDED STORAGE LOFT, ADDED GAS FIREPLACE. Occupancy: R-2 Type Construction: VA Valuation: $250,000.00 ...............................................«_....,.....,,......,.......,..... FEE SUMMARY ......,....,..,,,..,,_.....,...........,.,,.,,.,.,,._.._.........,...,,..,._._.. 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 Will Call------------------------------> $20.00 TOTAL PERMIT FEES--------------> $8,877.82 Payments-------------------------------> �8,877.82 BALANCE DUE------------------------> 50.00 ###f4fit#4#tlfi4#RiM�e#ftYreYef#�frrt#ir�Yif444+4!lfff4i44kN#4YfW#'i#'AYeif�##�i`#itf#fi44��!*fi4+4f4t�RxR4�4frww;;i(f;;4iF4i#4i4iiff�fibM�+R�RRVrtA'tYIM'iF#'##4##4444ff�ffflrVRf'frfiRf'fYftrTRf�kfYt4#iIHi44\f'w�RRR DECLARATIONS I agree to comply with the information and plot plan, to comply with all Town ordinances and state taws, 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 . � r �wxaF�� 1 ..................................................................................................................................................................................... CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B12-0193 Owner: JAMES, ALAN AND FLETCHER, JENNY MILL CREEK COURT BUILDING UNIT 401 Address: 302 HANSON RANCH RD VAIL Location: R 4 f 4 f f 4! 4 f � f� fi R�' � t f h#+4 Y r A' f t f i 4: � k#� t# 4 4 f i# 4 i i# t 4 4 f� f}/# w e Af �M 4� R�kY' Y r tr tr#� k rt Y' 4 i#� k Y` i 4 4 i f i� f t t f t i i i f� t! f; e i# Yi f Yi 4# e 4 rt 4�� k rt# t# 4 4 4+# i`41` f f f i t a� rt e R h##� k# Y i` i( i( i( # L i( ## i i#+! � i! f* x A# 4 R� R# Y' rt w i P� A' f f 4 t f f 4 i#! f� f t r I rV Cond: 50 (FIRE): FIRE SPRINKLER SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 13R(2007) AND VFES STANDARDS. Cond: 51 (FIRE 2007): MONITORED FIRE ALARM SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 72(2007) AND VFES STANDARDS. combination permit_012811 t i TOWN OF VAI� ` *�**��*��..****.�*******�***�...**..**..��*�*************..**..*****..****.*.***.*.**********,****.,****.******...***�.************.*****.��**.******..****.,. REQUIRED INSPECTIONS AND STATUSES Permit #: B12-0193 Owner: JAMES, ALAN ANp FLETCHER, JENNY MILL CREEK COURT BUILDING UNIT 401 Address: 302 HANSON RANCH RD VAIL Location: .«*,.,**«„*««*««„«�,.**.***,.***********,.,.,.,,*««�*.,,,******.��***...****�,,,.,,,,,.***„*,,,,.*******.�*****„**�,.***«..**�*****.*„*„**.,«*.,«**,.****.,.*«**«,,.,,,....... Item: 00120 ELEC-Rough Item: 00220 PLMB-Rough/D.W.V. 08/01/2012 By: sgremmer Action: PI under floor Item: 00230 PLMB-Rough/Water 08/01/2012 By: sgremmer Action: PI under floor Item: 00315 PLMB-Gas Piping 08/01/2012 By: sgremmer Action: PI tested at 15 psi Item: 00200 MECH-Rough 08/01/2012 By: sgremmer Action: PI radiant heat Item: 00030 BLDG-Framing Item: 00050 BLDG-Insulation 08/09/2012 By: sgremmer Action: PI floor only Item: 00060 BLDG-Sheetrock Nail Item: 00190 ELEC-Final Item: 00390 MECH-Final Item: 00420 Special Inspect-final rept Item: 00290 PLMB-Final Item: 00090 BLDG-Final combination permit_012811 Comments: Comments: Comments: Comments: Comments: in TOWN OF VAII ` Department of Community Development 75 South Frontage Road Vail, CO 81657 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 8� 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 Response to Correction Letter 612-0193 attached copy of correction letter (� Deferred Submittal � Other Project Street Address: 302 Hanson Ranch Road 401 (Number) (Street) (Suite #) Building/Complex Name: Mill Creek Court Building Contractor Information ausiness Name: George Shaeffer Construction Co. Business Address: PO Box 373 City Vail State: CO Z�p: 81658 Contact Name: Jon Stevenson Contact Phone: 9�0-331-4538 Contact E-Mail: Jons@gsconco.com 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 ap- proved, Internati nal Building and Residential Codes and other ordinances Tow p bl th eto. %� _ ._ Owner/O ner's Representative Signature (Required) Applicant Information Applicant Name: Jon Stevenson Applicant Phone: 9�0-331-4538 Applicant E-Mail: IOnS@gSCOnCO.COm For Oftice Use Only: Fee Paid: Received From: Cash Check # _ CC: Visa / MC Last 4 CC # Auth # exp. date: Description / List of Changes: Compaction Grouting at Building Footer Structural Steel Revisions & Details (use additional sheet if necessary) Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: Plumbing: Electrical: Mechanical: Total: Date Received: $ $ $ �n ��o�� J �� I' I� �G 1 � 2012 ��`� K� I O: 0 0 .._. �r�j�"��_.�°� �:i�1�� Q � � � J NOTE: THIS PERMIT MUST BE POSTED ON JOBS/TE AT ALL TIMES ,. TOWNOFVAJL`' 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 #: B12-0193 Project #: PRJ12-0049 Job Address: 302 HANSON RANCH RD VAIL Applied.....: 05/15/2012 Location......: MILL CREEK COURT BUILDING UNIT 401 Issued. ..: 05/30/2012 Parcel No....: 210108240011 OWNER JAMES, ALAN AND FLETCHER, JE 05/15/2012 Phone: 646-220-6943 1049 5TH AVENUE APT 7A NEW YORK NY 10028 APPLICANT GEORGE SHAEFFER CONSTRUCTION 05/15/2012 Phone: 970-845-5656 PO BOX 373 VAI L CO 81658 License: C000003084 CONTRACTOR GEORGE SHAEFFER CONSTRUCTION 05/15/2012 PO BOX 373 VAI L CO 81658 License: C000003084 Phone: 970-845-5656 Description: COMPLETE INTERIOR REMODEL, REPLACE EXISTING WINDOWS, ADDED WINDOWS, ADDED STORAGE LOFT, ADDED GAS FIREPLACE. Occupancy: R-2 Type Construction: VA Valuation: $250,000.00 .................�.,..=...x.,...,........,.,.........,,......,.�..,.,.,........,,. FEE SUMMARY ....,........,......,...,.............,.........,.,.....,.....,..,.,......,,,,, 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 Will Call------------------------------> $20.00 TOTAL PERMIT FEES--------------> $8,767.82 Payments-------------------------------> $8,767.82 BALANCE DUE------------------------> $0.00 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 Code� and other ordinances of the Town applicable thereto. REQUESTS F�R 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 � ..........................................................................�......,.....,..,....,.,,,..........,..�..........,.,.,....,,..,,..,...,..«..,..,,..,..,.......,....�.,..�. CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B12-0193 Owner: JAMES, ALAN AND FLETCHER, JENNY MILL CREEK COURT BUILDING UNIT 401 Address: 302 HANSON RANCH RD VAIL Location: ..........................................................�,...............,...,.......,......,,.,.....«......,..,......�..,,.......,..,,.,............,..,..,.,,,..,,.,......,,..,.. Cond: 50 (FIRE): FIRE SPRINKLER SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 13R(2007) AND VFES STANDARDS. Cond: 51 (FIRE 2007): MONITORED FIRE ALARM SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 72(2007) AND VFES STANDARDS. combination permit_012811 t i TO�VN OF VAI� ' *...******.,********�********.**********,.*****�****.�*��.***,***,*****************.*�********�,***�********************.****.***..�..*.��****.******* REQUIRED INSPECTIONS AND STATUSES Permit #: 612-0193 Owner: JAMES, ALAN AND FLETCHER, JENNY MILL CREEK COURT BUILDING UNIT 401 Address: 302 HANSON RANCH RD VAtL Location: ***«.,**��**�.,***,.*.**.**�.***�****��***��**�*,►.*�**...,.,..,��*******,,.,«,,.,.,.,«*�***.,««***�***************,►*****,.,.*****�***.««�**********«,,,,.,**..*.,*.*****. Item: 00120 ELEC-Rough Item: 00220 PLMB-Rough/D.W.V. Item: 00230 PLMB-Rough/Water Item: 00200 MECH-Rough Item: 00030 BLDG-Framing Item: 00050 BLDG-Insulation Item: 00060 BLDG-Sheetrock Nail Item: 00190 ELEC-Final Item: 00390 MECH-Final Item: 00420 Special Inspect-final rept Item: 00290 PLMB-Final Item: 00090 BLDG-Final combination permit_012811 GEORGE SHAEFFER CONSTRUCTION COMPANY P.o. Box 373 VAIL, COLORADO 81658 TO: JR Mondragon 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 ❑ Shop drawings ❑ Prints ❑ Copy of letter ❑ Change order IL�E�TiT�ER OF TRANSMIT■TAL ❑Under separate cover via ❑ Plans ❑ _ the following items: ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION 1 5/8/12 Town of Vail Buildin Permit A ilication 3 4/25/] 2 Snowdon & Ho kins- Pro'ect Plan Sets (Arch, Structure, MEP) 1 4/17/12 A&D Asbestos Tesin Re ort ] State of Colorado Asbestos Testin & Abatement Re uriement Checklist l 5/8/12 Town of Vail- S ecial Ins ection & Testin Schedule & A reement l Weather Shield Windows- Performance Data & Information 1 5/8/12 Buildin Plan Check Fee- Check #]05325 THESE ARE TRANSMITTED as checked below: � For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE ❑ Approved as submitted ❑ Approved as Noted ❑ Returned for corrections ❑ ❑ Resubmit ❑ Submit _ ❑ Return _ _ copies for approval copies for distribution corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: Building permit application for review and approval. Construction Staging Plan to be submitted to Leonard Sandoval. COPY TO: File .F � _. SIGNED; � Jon Stevenson George Shaeffer Construction Company If enclosures are not as noted, kind[y notify us at once. Version I.0 A& D Asbestos Testing and Consulting John R. Peterman *��*�*��*�� P.O. Box 1230 Clifton, CU. 8152(}-1230 Cell 970-270-3689 Homc Phonc 970�64-5265 INSPECTION REPORT PREPAREU FOR: Alan Jamcs 1049 Sth Avcnuc Apartmcnt 7A NY, NY. 10028 LOCATION: Mill Crcck Court Building 302 Hanson Ranch Road Unit 401 Vail, CO. REPORT PREPARED BY: John R. Pctcrnian Inspector Mana�cr COI,ORAUO Ce��ifrcute N�,. 6601 COLORADU Registrution #ACF-16522 UTAH Certiftcatc� Nv. 1 Z36 UTAH Re�istration #ASBC-437 z A& D Asbestos Testing and Consulting John R. Peterman Asbcstos Testing, Project Design, and Consulting INTRODUCTION: On April 17th, 2012 an inspection/survey was conducled and 5 bullc samples were collecteci from: Mill Creek Court Building 302 Hanson Ranch Road Uttit 401 Vai� CO. The purpose of the inspection/sw-vey was to locate and sampie suspectcd Asbcstos containing rnatcrials that might bc prescnt in thc unit that is planned for scic;etive intcnor renovativn. The mspection was madc, and the samples were collected by John R. Peterman, an A.�I.F,.R.A. and State of Colorado Ccrtified Asbestos Inspector. Great care was taken during the inspection and sampling tv be as accurate as poss�ble. It should be noted that minimal damage was done to thc cxi.st�g building structures during thc inspection so there is no documentation for unseen conditions or stored items. All samples were analyzed by DCM Science Lab in Wheat Ridge, CO. This laboratory is deemcci "Proficicnt" in thc E.P.A.Quality Assurancc (QA) program for the deternlination of asbestos in bulk materials, and is accredited by the American tiygiene Assoc�ation (AHA). SAMPLLNG PROTUCOL: A random sampling scheme was used to sample the suspcct materiaL� that were discovercd. If during any future demolition or renovation work, sus�ect material is di.scovered that hasn't been sampled and would be di�turbed, work shoulci be halted until the material has been tested. 3 John R. Peterman Ash�stos T�sting, Prvjec� D�sig», and Cons-ulting Mill Crcck Building 303 Hanson Ranch Road unit 40f Vail, CO. Renovation Area DescripNon: Thc urtit 401 planned for interior rcnovation. The interior walls arc covcrcd m sheetrock, wood, and brick. The ceilings arc covcrcd in sheetrock I�Ce thc walls. The floors are covered in carpet and ceramic tiles. CONCLUSIONS & RECUMMENAATIONS: Laboratory analysis of thc bulk samples indicates that Asbestos wa,s detected in five out of five composite sheetrock samples. The Asbestos content of the positivc samples is less than the Rcgulatory Limit (Grcater than 1% Asbestos). The Asbestos content was verificd by the required Point Count Anatys is. a ^"_ ' """_'""_'_ _l"...�._"'_' �---�-�---�--t-------- --- --- � -------- �-�=- --�-- �D8t9: ` =--1-- 4/30/2012� ---.----•- - -----.— � J ----�— ' -- - ---- ---- - -.�__ . . —._. ;____. ' � —� �. -- - - -� . ' LOCB�O�i:. 'Mill Creek Court Un�t 401 ' : � — ---.._._.__: , - r— -- -- -- I i ---- ---- -- _.._..---� —�r---- � � ; :SAMPLE LOCATIONS I ' , I j � i --- � SAMPLE NUM9ER AREA SAMPLE REMOVEp FRON � DESCRIPTION FRIABLE — � ---- --- '401-8 001 Badc 8edroom Cbset WeM Composlte Sheetrxk i NO _...: ~40/-B 002 � Middle Bedroom Closet Waq Corriposlfe Sheetrnck --��-- -NO -. _ !401-$ _. 003 Frart Bedroom Closet Wall � ----- _ ___._._. .--- _------•-- --�- - - --- --._. Cort�posMeSheetrock. __-----... _ _ �_ NO _. _..... . ;401-8 _ _ _,_004 ._ _ IGtchen Closet Well- ---.--.--- -- ComposMe Sheetrocic- - - --- -- - --�. NO � ;401�----. .. 005 , . . Beck Room WaH. - . --- ---- --. _. _,ComposMe Sheetrock _ _ _._----•-- •..�_ NO ' i ��et9: - — — ; LocedOn: -�.-- — � ------ - ----- ' SAMPLE NUMBER !. _ _.. - -� -�--� ---� i40i-$ . � a___ 001- - � i 401-8 . _ i . �3_- l401-B _._..i..__� - i 401-8__. _ _. i _ .._ .�`'-- ---�--- -�--. — ---- - - ..;_._---- -- —._ .__' __ -_--�L---- 4/30/2012 �_ '� � ---�-�- �------ -----••-. •-�------- � �--�--- Mll Creek Court Urnt 401 — -. .. ---.'"_.-�._.. __...__._,_._._ __ ._.____�_+ � -- --� ._ _._.. _..-- . -- -- ,-- ----- - - SAMPLE RESULTS --- _.__ , _. -_-- i. .. _ J _ � . _ - ----�--- --------•-----•-- - -__.. _ _ _.� ' _ _"_"_'" �__•.'_ _". " "' _ _".._..�4.._..._� �._' _"__"_ 1 DESCRIPTION _ ASBESTOS TYPE � 96 � ' - ---�--- -�.._ . . . .-- -- - �-�---..._ - �--•---- • , -• - -- ---• ;-------._ �__ .. . _ . Compoatte Sheetrodc ----- —CMRY / P C ._... ._ 0.04 �---- — - -- - Com�OSlte Sheetrock CHRY / P C 0.03 1 ... -- ------ -�----- .:�----- --� --- ----------•-- --- -._. _.._.. .. � Composlte Sheedvck __ CHRY i P C � . .. 0.05 ' - --- ----- -----�----. ._._.�_ __._.... .__.._ . __, Composite Sheetrock CHRY / P C : � 0.02 � _..------- � Composlte_Shee4rock CHRY / P C � � ; 0.84 � I � I --• ---- — - .. _.. ._ . _ . .. .- • - .._ .. ....�_�„ "_...�...__ . �D8t9: _..._ _ _.._.�._ APnl3y2012 i_ .._- - -- �--. . . _. _. . - _ _ �L�C8ti011: i Mill Creek Court Urnt 401�i ; � ------- _ .,.. _.._ .—.—. �— I— ' . SUSPECT MATERIAL �� CONDITION ( i--- � -- ------- — ----�- --- ---._�.-- 1 � ----'---'-•- --- '-' -� -' --' . iSAMPLE NUMBER; TYPE OF SUSPECT AMTERW �OVERALL ; - �-----�-- I --� ; CONDITION �401-8 � 001- - --------- SUR ,1 - GOOD--, --- � 401-8 - - ' • 002 - -- ---- SUR � t GOOD -� - - -- 1401-8 003 ! SUR --- � � -- •-�—GOOD � ._ .. _ . _...:... _ ._ -. t----- -.._ _._._ ._. _ � 401-8 ; . 004 SUR � GOOD ' �._._.... _. _..�_ �401-8�.._ _ _.�_ �_ . . --- --- SUR _ -GOOD-_..--- -�—�--------- — -•L_-----•- •_••..._..--�-- --.._..--�•--�---.., - - - -•- — — ...._._ ..__... _- --- --- ----._.__.. ..- --- _..._ _._----� --- - --- t- - •-•--..._ DJ1AMGf 0_ __ i%_ _ TYPE OF DAMAGE NO 0.00 WA _ ! NO --- - �-=� — ---�--- wA -, __NO 0.00 WA _� _ NO 0.00 WA I ----- NO- — — 0.00 WA ---- I I I � --�---. .._. _.__. _ . .. _ � -• -_•- .'- -- -... r _ . . . _ _ ---�--�� - � • _._..'��--'-' '----�--..�._. _ . _.. � ._ --- �- iDate:_. Ja�3a2o�2r�J _ .._. . __. � � _ . _.� .. i f------ '�M�u _. _ -_ -_.- .. - .- -+-_� �— .--- � --- - �..... - ±---- -�- - - ; ; LOC8dOf1: Creek Court Unit 401 � j . --- - ----_._..__.:..._�. • , . ...._...---•- -�-- �--_.--...-�•---_.._._. � i � • i 1– __. _.–� •.- - --- :_. _W.._�...._ -- -- i POT. ' ' � � DIS7. , - - -... . _ ..� - _ —�---- ---•.- --- - -- -- - -� -� ---�— ----• I i � �•----- - __-i - - -- ..._.._...._ �BainP_b __.Number Ao�billity 'PotantlBl ..__. _ IMluenoe Potentlel iPle�lum I __ _y_es/no oontad vlDratlon __ _.. _.�alr erosion n yeNno � _ ... ._ --- --- - i � --- � — _.__--- -- �— --- --- - - -- • - -- - � -- ;401-8 001 _ YES. _.�HIGH tOW LOW__ � NO -- �- ---�--- -.__. _. _.__ _.. . ----- ---r�--�-- i401-B 002 YES HIGH : LOW LOW N0� �___�'"�.�.....� � ! 401-8 i 003 _YES. . _ _ . .�_ _HIGH lOW � - . _ . ._LOW-- - N� -- '401-8 ' 004 YES � HIGH I � LOW I LOW � NO ' ---- - - . - +-• - - -••- ---- ----- ,. _ . _. .. - - --- -- ----�-----• - -----' 1 �401-8 L _ 005 . _ , _ YE3.._i _.. _ HIGN �- - - - -i- LOW � LOW � � I � ClJET1T A!O ASlE17DS TESTITrO ANDCOt�ULT!!�C r.o Box ��o fllfi�ON, C0 t 152� 1210 DCMSL CU61�R SANPL6 S�WL.E Nu�+e�x wuwsa� -I <01-8•0p1 -2 �01•S-0OI -s �ot.aom -4 101 �800� SA1Q1.E DA7E DESCRIt'SSOM t1b12 A WHITfPNKi B. WHrT£DAYWAI.L[MUD C TANFIBROUS D VYFi1TE DRriVALL 41612 �l W WT! t/►jNT a. Wnrtre nRrwua. Mw C. TAIY FIHiWS o. vnurE �nva.t, 41b1'! A WNfTE PAMf B. WHRE DRYWALL AND C TAN FIBROUS D. 14HITE DRYWAIl 4li•!1 �l WH[TE PAIYf B W1ff?E QRYWALL NUp C TAN RDAOUS D WMCiL ORYWAI.L � ��1�� wi w MnIwvWO�. urm w vMrwr Noocco ws ueiwa�vo HUIX ASd6.iIDE T6ST R,bTORT PAGE 1 Of ) A1�ALY9l,1 DATE: Ltt•12 REPORTING DATE. �2I-12 RECEaPi DATE. 411-12 CLIENT !Ob NO. M(LL CRF�X COUftT PRO]ECr MLE• 7Qt HAHtSaN RANCH RD. UN[T M01 - vAl1, CO ocMS�.�aFCr: �n,►rn� PERCA�IfAOECOM�OSITIOW BY �ISUAL ESTAIATE TOTAL TVTAL PFR(.TsT(iAGE r�cs�rr �saesros �seES�ns omsa�ous Nor�-rmnous w��o OF SAMQLE 7YPt RANGE % fN SAM/!,6 CONSTl7L5KTS COKS?!?VENTS MATERIALS I.0% ND 0.0 IOOA I000 �.ox aavsoTUF r�.s� i o o.o vs o ioo 0 SO% ND t000 OA lOQ.O 90 o!c ND 10 99.0 i 00.0 m.1 :.ox rm o.o wo o �oo 0 s.ox c�YSOTU.E �rR-i> >.o 00 �w.o �000 s.ox �rn i000 oa i000 9u.ou rm ti o �a i000 �o i 20% ?�D DO IQD.O i�OA 34% CF�tYSOT1I.E �1•Sj 10 0.0 990 100.0 SO% ND I�,G 00 f00.0 90 0% ND 1.0 99 0 100 0 @1 10% ND 0 0 100.0 100 0 7.01G C1atYSOTTLE �TN-ij 1 D 00 V9.0 ta00 S.0% MD 100 0 0.0 100 0 42 0!� PD 10 99.D 100 0 �0.1 i � �� IltO ASBESTOS TFSTivG AND CONSt�.TArG PO BOX 17)0 CL6 TON. CO � I S20• 1210 OC�►SL CUtM s�wn.E a�.¢ HU1�1lER 11UMBEA •3 �01•i-0pS s�� DATE DESCR1pT�Orl �16-12 A WHfTE PAlNT 8 WHRBDRYWALLMUD C. TAN FISROUS D. WHfTE ORYWALL 9�D�-� .s c.i.E n•c. w�� ...,N.rwu� u.r. r�o.r.oaa eo «ai w�...�a�e BULf( ASHEST06 7EST AEPORT PAGE 7 OF � MIALYSLS Q�TE RElC)IrTRdO pATE Rt3[ftPT DATE; CUENT JOi NO vao�sc�r m� DCMlL PROJECT. Pdt(.'F.fYTAGE COMP061T10N eY ViSUAL FS77MATE L 141 Z L2}12 415-1! NIILCR[t7c OOURT 301 tiAl+SOM RAf�CH RD, UNf1 wD! • Vplt, CO ADAT721 TOTAC PERCPNT ASBFS709 ASBESTQS OTFi�7i FIHROUS NON-FfBitOUs OP SAMfl'l.5 TYPE RANGE % IN SAYIPLE COIVS'iTiUEMS CONSTfTLFF]�Ti l M1 ND �.dN C•MRY90TIL.E rTR•IJ 0 S 6.0'!� ND t9 0x ND �1 0 0 100.0 00 9�.5 �000 00 10 MO FOR CAUCULwT�ON rUMOSES,1'RACE (TR) IS ASSIJ�f6D TO Bb O.fli (Q • WSEfARABLE LAYF3li l:D-►i0�1E OETECTfT1 T1tE SAMPLFS WEItE ItKpVED M ACC�'fABGE COMO!'fl�l THS T�T 1lEPOAT RF].ATFS OtILY TOTHE RfMS iE57ED 7M5 REPOR'T MAY NO? BE RFpRRODUCED EXCtPT M FULL, Wt7}IOUT THE WRfITBd APPAAVAI. � TNE LA80KA'iORY. 1 7'bTAI. ➢F]tL�W'f AGS IDFTR7fI6D MA7'67UA1.3 �o�.o 1Q00 �000 100 0 I � I i � � i 1 D M S•C•1•E•N•C•E u.o�� wc tu2t w,,97t� �veNU6,t1KtT•s Wi�AY RmC,b, CO t0033 (�0)) �67�270 BVLK ASBBSTUS ANALYSIS - POWI OOUr17 �lHOD PA(iE 1 dF 2 CLiEM. ANALYSIS DATE A�D AS8fiST05 7FS7II�iG AND C0.'VSi1LTMG REPORTQdG Dwif � P.O BOX 1210 REQUESTED DA7E: CLIFTON. CO t1520-12i0 C1II�TIT JOB NO PR01lCT T17LE' D�.'M51 PROUECT. CROSS RF.iERENCE: PfRCPa17AGE C01�OStT(ON 9Y ARE/WOLIih� nc� ue tro.: •i -z -� S�t1�tE DAl'E: 1-1�12 �-16-12 I-16-12 !� OF TOTAL SAh�I.E: 3 O% 1.0% 3.0!� CLIENTNO.: �ot-B�001 401-8-002 401•8-903 PART 8 PAR7 H PAAT S ASBfS7ffORM �RAL fID�'RS: CHRYSOT[L£ AldOSiTE CROC1001.J7E 7R.Eh10LCf E•AC'i�10UTE ANTHOPNYL.LITE ib'T�1. ASBESi�06 COUI�IED 70?Ai. ASBFST05 Rr LAY£!t • TOTAL ASBEST05 (N SA1�1,E NOTfS SwMPLE3 NO 1• 3 ARE WH77E DRYWALL MUD. ND - NONE OETEI"TID T07AL ASSESTOS COU!+�TED � TOTAL A38&SPOS W LhY6R � TOTAL ASBESTOS M SAI�LE ° 1.25r1i ND ND ND r'n 12S1i �.zsx 0.01% DEF1N[TiONS 1.00S� NO N� ND ND 1.001i � oo�c c 0 03k I.JO% ND ND rfD 1� i. SOlt �.so+c O.OSy. 621• 12 �2�I2 1-23-12 MG.I. CREEK OOi1R7 301 FiANSON RANCii RD. ADA7720 ADAT722 � �•I�12 2.dfi 101-B-0W PAAT B I 00l, T'D ND IVD IJD t-00lr i oox 0 om i}IF M90�Trf OF ASBESTOS PRESEM M THE SAI�IE EXPRESSED AS A I�RCENT Tiffi PQtCi�NL OF sA?�li RIINntNQ�IG 7iNff.S ASBESTOS COIJN7ED E?CTRESSEp AS A PERCEM. T}� PERCENC OF TOTAL SAl�LE �itOM PLMISM MIALYSlS) 'M�S 7HE iOTIU. aSHFST05 W I.AYER (ff NO ASHE5T0S [N 07F�R LAYERS), -s a�e�i t.0lt 40l-B•003 PART B 100t�r. 1�tD t�D ND ND l.00X. �.00x o.ax 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 testina 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 i% 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, CO3 81657. Town of Vail Contact: Fire Prevention Bureau Vail Fire Department 75 5 Frontage Rd F i re_ i n s pe cto rs @ va i I g ov. co m 970-479-2252 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-11 � , TOWN OF VAIL ` SPECIAL INSPECTION AND TESTING SCHEDULE (IBC 1704) ..�.:,•e� �=:�� :_ �:, .� ... ,�. Project Name: Permit #. Owner's Name: /� �. � �- r`�'�� . �vv � � rr�;=' � _ = ;,� r� �� --��_ � Z Testing Insp CtlOfl Sig�ature � PrinlName Date v A , 1 Agency: ' , . ' 1 j� �� aw� I7. �D2,' 12ai� ��al,� Testino Inspection Signature P��nt Name ce Hereby certifies that :he Testing/lnspection Agency named above has been engaged to perform structural tests and inspections during construction as cnecked below, to satisfy all applicable portions of the Building Code. Prior to finai inspection, the Inspection Agency shall submit a statement that all items of designated work performed were reported Any items checked but not tested or inspected will be noteo and explained. VJhenever any designated i?ems on the list are ready for sampling, tesUng, or inspection, it shall be the responsibility of the contractor to give timely notice to the Inspection agency so that the required services may be performed REINFORCING STEEL: Te�sife & Bend, one set per heat per tons inspection of Placemenl Inspection of Welding __ Epoxy M ASONRY: Prelim. Acceptance Tests (Masonry Units, Wail Pnsms) Subsequent Tests (Mortar, Grout, Field Wall Prisms) Inspection of Placement antl Grouting Reinforcing Tests Inspection of Reinforcing Piacement Tendon Tests Inspection of Tendon Ptacement lnspeciion of Conuete Placement Inspection of Concrete Batching Inspection of Panel Attachment & Inserts Compression Tests Inspection ot StressinglTrans!er PILING, CAISSONS, CAPS, TIES: __ Inspection of Reinforc;�g Placernen? Inspectior of Concrete PlaCeme�t Inspection of Concrete Batching Specily o[her tests, mspec6ons or specia7 instructrons required. �� UN�ERPINNING: ___ Temporary!Permanen! Inspection of Steel Fab�catar Inspeciior. of Reinforcirg & Forms Inspectior, of Concrete Placement Inspection of Tiebacks SOIL NAILS: 'emporary Shonng Perrnanent Wall STRUCTURAL STEEL: Sample & Test (List specific members belowi Shop Idertifica5on & Welding Inspection Shop Ultrasonic Inspection Shop Radiography Field Wetding Inspection —�- Field Bolting Inspection Field Ultrasonic Inspection F�eld Radiogrephy Metal Deck Weiding Inspection FIREPROOFING: InspecUOn & Placement SOILS: _ Acceptance Tests _ Moisture-Density Determination __ Field Densiry Drilled Piers ___� �eep Foundaiion STRUCTURAL WOOD: Inspection of Fabncatan Inspection o` Truss Joint Fabncation __ __ Sample & Test Components �__ Inspection of Glu �am Fabricatior: SMOKE CONTROL: SPECIAL CASES: SPECIAL INSPECTION: Seismic Resistance � Wind Requirements .lOb NaRle: �ames Residence Remodel � i JOb AddrBSS: �� Hanson Ranch Road Unit 401 ��Y��• Permit No.: SPECIAL INSPECi'ION AND TESTING AGREEMENT (To applfcants of projects requiring Special Inspection or Testing per Section 1701 of the IBC) The owrter or his/her representative, on the advice of the design professional in responsible charge, shaA compiete, seal, sign and submit a copy of the Speaal Inspec;ion Agreement and Structural Tests Scheduled to the Town of Vail for review and approval. S!gnatures are requi�ed on both pages; photocopieq or faxed signatures are acceptable. The owner ano his/her general contractor, where appGcable, shall also acknowledge the follawing conditions app(icable to Special Inspection Testing: 9. Contractor is �esponsible for proper notification to the lnspection or Testing agency for items listed.(Page 1j (16C 1704) 2. Oniy the testing faboratory should take samples and transport them to their laboratory. 3. Copies of a(I laboratory reports and inspections are to be sent directly to the Town of Vail by the Testing agency on a weekly basis. 4, Inspectlon agency to submft names and qualifications of on-site special inspectors to the Town of Vail for review and approval.( Page 2) 5. The special inspector is responsible to immediately notify the Town of Vail Buildirg Officiai in wriGng of any concerns and/or problems encountered. 6. It is the responsibility of the contractor to review the Town �f Vail approved plans for additional inspection or testing requirements that may be noted. A pre-constrvction conference at the job site is recornmended to review speaal inspection procedures. 7. The special ins�ector shall use enly the Town of Vail approved drawings. 8. All special inspection fleld repoRs must be leff. on site for review by the Town of Vail staff prior to required irtspections or re-inspections. BEFORE OCCUPANCY WILL BE GRANTED: The special inspec6on agency shal! submit a signed and sealed statemen! that all iterr�s requi�ing testing and inspedion were fulfilled and reported. Those items not tested and/or inspected shall be noted in this statement, A copy of the statement shall be maintained ai the job site for the Building Inspector's review prior to f�nal inspection. Adcnowledgeme_ n!: � Owner. �r� ��'� Signa!ure Speciallnspectio^�/��, _ Agency: � ��1 ' :gr, ure Project Arch/Eng: ___ __ _____ fSig t re Contracior. iw Siqnature l3t,r3tv ti� � �'�� + �� 11�13 �GtZ Print Name pate � �,1,�; � (� a w� �`i . r18� � n �__.ZO f„Z ?rint 1Jame Date �L��,�L Pri�t Narne l " Date� Ja'N3tf��CVl�i<<�• IYIr.� �J�ZC7lZ Print Name Dete -3- 0 � ��N, T �� {� ' `� � l rJ � k WEAiHEA s�' �/eather Shield� Performance Data & Information SHIELD " ='°°°" PremiumWoodB�AluminumCladWindows8.0oas Thermal Performance Data _� , ALUMINUM CLAD UNITS �- Casement (8204)' Produd Type Without Grilles �th 5/8" Flat or t1/16" Sculptured Grilles in Airspsce With t5/16" Sculptured Grilles in Airspace Simulatod Divided Lite d Glazing Options b Glazing Thickness Glazing Type Zo-e-shield 5 2o-e-shield 6 2o-e-shidd 5 w/Gpillary Tubes Zo-e-shield 6 w/Capillary 7ubes 3/d" Insul �pw El lixul Low E� w/Argon Gas Insul Low E Z40 Inwl Low E 2d0 w/Argon Gas Brp�ze Insul Low EZ Bronze lixul Low EZ w/Argon Gae Zo-e-sh�eld 7 7/8" Zo-e-shield 7 w/Capillary Tubes Zo-rshield 5 Zo-e-shield 6 Zo e shield 5 w/Cap�ua�• 7�,bcs Zo-!-shield 6 w/Capillary Tubes Insul 3/a" Insul Low E2 Insullow EZ w/Argon Gaz Iresul Low E 240 InSUI lOw E 240 w/Arqnn r ac Bronze Insul low E� Bronze Insul low EI w/Argon Gas Zo-e-shield 5 Zo-e sh�eld 6 Zo-e-shield 5 w/Capillary Tubes Zo-e-shield 6 w/Capillary 7ubes 1�1 3/4" Ins�l low E� Inwl Low EZ w/Aigon Gas Insul Low E 240 Insul Low E 240 w/Argon Gas Bronte Insul Low E� Bronze truul Low E� w/Argon Gas u Zo-e-shield 5 Zo-e-shield 6 Zo-e-sh�eld 5 w/Capolary Tubes Zo-e-eF+ield 6 w/C2pillary Tubes Insul 3/4" Iruul Low E2 InsulLow E2 wlArgon Gas Inwl low E 240 Insul Low E 240 w/Arqon Gas Brwize Inwl Low E� Bro�:e Insul Low EZ wlArgon Gas NFRC MODEL SRE 24" z 59" �b00mm x 1500mm� TOTAL UNIT CALCULATIONS' __._ U R Factor Va�ue SHGC VT 0.37 323 0.20 D.47 037 3 J3 0.20 046 0.34 2_94 0.27 0.47 0 35 2 86 D.21 0.46 047 2.t3 0.56 0.59 0 34 2.94 0.30 0.52 0. 3.23 0.30 0.52 035 286 0.19 029 0.32 3.13 0.19 0.29 0 3a 2 94 0.29 0 38 037 3.23 0.29 0.38 0 26 3.85 0 19 0.37 0.30 3.33 0.19 0.37 0 30 3.33 0 79 O.d2 0 32 3.13 0.19 0.41 0 33 3A3 0 19 0 42 0.37 2.70 0.19 0.41 047 213 051 0.54 0.34 2.94 0.28 0.47 0 31 3.23 0.28 0.47 0.35 2.86 0.18 0.26 0 31 3 73 0.17 026 0 3a 2.9d 0.27 0.35 031 323 0.26 035 030 3.33 0.17 0.38 0 32 3 13 0 17 0 37 0.33 3.03 0.77 0.38 037 IJO 0.17 037 0.47 2.13 0.67 0.49 0 34 2 V4 0-25 0.42 0.31 3.13 0.25 0.42 0 35 2.86 0 16 0 2d 0.32 3.13 0.16 0.24 0.34 2.94 0 24 0.31 0.31 3.23 014 0.37 0 30 3.33 0 19 0 a2 0.32 3.13 0.19 O.ai 0 33 3.03 0 19 0.42 037 2J0 0.19 0.41 Oa7 213 0.51 O.Sa 034 2.9d 028 0.47 0 31 323 028 0 47 0.35 2.86 0.18 0.26 0.32 3 13 0 17 0?6 0.34 2.94 0.27 0.35 0-31 3.23 0.26 0 35 CR 57 57 54 53 43 54 57 Sa 57 54 57 ba 60 59 53 56 57 43 54 57 54 57 � 57 59 57 56 53 43 54 57 Sa 57 54 57 59 53 56 57 43 54 57 54 57 Sa 57 EniErtGr St�p N, NC. SC, S N, NC. SC. 5 N, NC, SC. 5 N, NC, SC. 5 N, NC. SC 5 N, NC, SG, 5 N, NC, SC. S N, NC, SC, 5 N, NC, SC, 5 N, NC, SC, S N. NC. SC. S N, NC, SC, 5 N. NC, SC, 5 N, NC, SC, 5 N, NC. SC. 5 NC. SC. S N, NC, SC, 5 N, NC, SC. S N. NC, SC, 5 N. NC. $C, S N, NC, SC, 5 N, NC, SC. S N, NC, SC, 5 N, NC, SC, 5 N, NC, SC, S NC, SC, 5 N, NC, SC, S N, NC, SC, 5 N, NC, SC, S N, NC, SC, 5 N, NC, SC, S N, NC, SC, 5 N, NC. SC, S N, NG, SC, S N, NC. SC, 5 NC, SC, S N, NC, SC, 5 N, NC, SC, S N, NC, X, S N, NC. SC. S N, NG, SC, 5 N. NC, SC. S ° Total Umt CalculaLOns are determmed usmg the National PenesVaLOn Rauog ` Un�ts are calc�lated and msnulactured w�th warm-edge spacer system Council (NFRC) p�otedures (or determining (enestration product values d Simulatad Divided Lite units sre calculated w�th gnlles in airspace b Capi�lsry tubes are required for insulating glass units at h�gh elevations �nert gases largon o� kryptonlargon) w�ll not be furnished in units wdh capillary Wbes NC7TUNE 1-800-538-8836 FAX t-800-390-1225 (Revised 09-08) rnvw weathershieldcom archserv�ces�weathersh�eldcom t ; �11 �J. °e� .Il • �' WEATHFN ; Weather Shield Performance Data & Information SHIELD ''°"'°°°" PremiumWood&AluminumCladWndows&Doors Thermal Performance Data � ' Direct-Set (830) ` Product Type WitFwut Grilles wth 5/8" Flat or 11/16' Stulptured Grilles in Airspace $imulated Divided Litc d Glazing Thitkness � � 1 ALUMINUM CLAD UNITS (continued) Glazing Options b Glazing Type Zo-e•shield 5 Zo-e-sh�eld 6 zo-�-�,��id s wic��uery r„� Zo-e�shield 6 w/Capillary Tubes Inwl Inwl low E! w/Argon Gas Insul Low E 240 Imul low E 240 w/Argon Gas Br0�2eln5ul 8ronze Inwi Low E2 Broore Insul Low E� w!Arqnr Ga� Gray Iruul Gray Insul Low F� Gray Inwl Low EZ w/Argon Ga5 2o e shield 5 Zo�e-shield 6 Zo�e-shield 5 wiCapdirry Tubes Zo-e-shield 6 w/C2pillary Tubes Insul IMUI Low E� Insul Low EZ w/Argon Gas Iruul Low E 240 Insul Low E 240 w/Argon Gas Bronze Inwl BronzelnsulLow Ez Bronze Insul Low EZ w/Argon Gas Gray Insul Grsy Imul low E2 Gray Insul Low E� wlArgon Gas Zo-e-shield 5 Zo�e�shmld 6 Zo-e-shield 5 w/Capillary Tubes Zo-e�sh�eld 6 w/Cap�llary Tubes IrKUI Insul Low EZ Inwl low E� w/Argon Gas Ins�� Low E 2d0 Inwl Low E 240 w/Argon Gas Bronzelnsu� Bronze Insul Low E2 8ronzelnsu�Low E2 w/Argon Gas Grsy Iroul Gray Insul Low E� Gray Inwl Lnw EZ w/Argon Gas NFRC MODEL 512E 47" x 59" �1200mm x 1500mmJ TOTAL UNIT CALCULATIONS " U- R -�- Factor Value SHGC VT 026 3.85 0.25 0.57 0 26 3 85 0 24 0% 0.31 3.23 025 0.57 033 3.03 025 0 57 2.13 0.65 0.72 0 32 3 13 0 37 0 63 0- 3.57 0.36 0.63 0 32 3 13 0.23 0-3d 0.28 3.57 0.22 0.3d 047 213 OA6 0.43 032 3.13 0.3Q 0.38 0 28 3.51 0.29 0.38 OA7 2 13 0.41 0.36 0 32 3 73 0 2) 0-37 0.28 3.57 0.2b 0.31 026 3 85 0 27 0 S7 0.26 3.85 O.Z2 0.51 0.31 3.23 0.23 0 51 030 3.33 0.23 0.51 0A7 7 13 0 59 0 65 032 3.13 0.33 0.63 0 28 3 57 0.33 0 5) 0.32 3.73 021 030 0.28 3.57 0.20 0 30 0.47 2.13 0.42 6.39 0 32 3 13 027 Q 34 018 3.57 O.Z7 0.34 0 a7 2 13 0 37 0 32 0.32 3.13 0.24 0.15 016 3 57 024 0 15 0.26 3.85 022 0.51 0 26 3 85 D22 0 51 0.31 3.23 0.23 0.51 0.30 3.33 0.23 0 51 0.47 2.13 0.59 0.65 0.32 3.13 033 0 63 0.28 3.57 0.33 0.57 032 313 0.21 030 0.28 3.57 0.2(1 0.30 0 47 2 13 0.42 0 39 0.32 3.13 01� 0.34 0.28 3 57 027 0 34 0.47 2.13 0.37 0.32 0 32 3 13 0.24 0 15 0.28 3.57 0.T4 0.15 ENEp�v Sraa N, NC. SC, 5 N, NC. SC. S N, NC, SC, S N, NC SC. 5 N, NC. SC. S N. NC. SC. S N, NC, SC, 5 N, NC, SC, S N, NC, SC, S N. NC, SC. 5 N, NC, SC. S N, NC, SC, 5 N. NC. SC. S N, NC, SC, 5 N, NC, SC. 5 N, NG, SC. 5 N, NC. SC. S N, NC, SC. S N, NC, SC, 5 N, NC. SC. 5 N. NC, SC. S N, NC, SC, S S N, NC, SC, 5 N, NC. SC, 5 N, NC, SC, 5 N, NC, SC, 5 N, NC, SC, S N, NC, SC. S N, NC, SC. S N, NC, SC, 5 N, NC. SC. 5 N, NC, SC. 5 N, NC, SC, 5 N. NC. SC. 5 S N, NC. S�, 5 N, NG SC. 5 a Total Unrt Calwlatio�s are determmed using the Nal�onal Fenestrabon RaLng � Unds are cal[ulated and manuiactured wilh wa�m-edge spacer system Coandl fNFRC) procedures lor determining fe�estrauon product values d S�mulated D�v�ded Lite unas are calcu�ated w�th grJles m airspxe � Gpillaryr tubes are required (o� insulat��g glass �rnts at h�gh elevatrons Inert gases (argon or krypton�argo�) will no1 be (umished m umts w�th capillary tubes HOTUNE 1-800-538-8836 www.weathe�shield.com FAX: 1-800-390-1225 (Revised 09-08) archservices�weathershieldcom � i� rn WEAiHER";�'' �/�/eather Shield$ PerFormance Data & Information SMIELD ° =';" PremiumWood&AluminumCladWintiows$pops Thermal Performance Data -. ALUMINUM CLAD UNITS (continued} French $lidi� Patio Door w/$tandard Sill or w/High Performance Sill (8702) � NFRC MODEL SIZE 79" a 79" �2090mm x 2000mm� Glazing Options b TOTAL UNR CALCULATIONS' __ _ --- - Product Glazing V 1 R 1 . - Type Thickness Gla:ing Type Factor Value � SHGC VT CR EnERCrr Srw� Zo-e-shield 5 0.32 3.13 0.18 0.40 55 N, NC. SC. 5 7_o-e-sh�eld 6 0 33 3 03 0 18 0 39 52 N. NC, SC, 5 Zo-e-shield 5 wlCapillary Tubes 0.34 2.94 0.18 0.40 53 N, M1lC, SC, 5 Zo e-sMeld b w/Capillary Tubes 0 37 2 70 0.18 0.39 49 NC, SC, S Imul O.d6 2.17 0.49 0.51 - - Insul Low E1 0 35 2$6 0 26 O.d4 - N, NC, SC. 5 Ituul Low E1 w/Argon Gas 0.33 3.03 026 0.44 - N, NC, $C, S VrKhout G�Ilez 3/4" Insul Low E 240 0 36 2 78 0.17 0.25 - NC, SC, S Inwl Low E 240 w/Argon Gas 033 3.03 0.16 0.25 - N, NC. SC, 5 Bronze Inwl 0 46 2 17 0 39 � 37 - S Bronze Insul Law EZ 0.35 2.86 0.25 0.33 - N, NC, SG, 5 Bronze Insul Low E7 w� Argor Gas 0 33 3 03 0.25 0 33 - N. NC, SC. S Groy lnwl 0.46 2.77 0.37 0.34 - $ Gray Insu� low EZ 0 35 2.86 0.23 0.30 - N. NC. $C. S Gray Inwl Low E2 w/Argon Gas 0.33 3.03 0.23 0.30 - N, NC. SC, 5 Zae-shield 5 0 32 3.13 0 16 0 34 55 N, NC, SC, S Zo-e-shield 6 0.35 2.86 0.16 034 52 N, NG, SC, 5 Zo•e-shield 5 w/Capdtary tulxs 0 34 2.94 0 16 034 53 N, NC. SC 5 Zo-e-shield 6 w/Capillary Tubes 0.39 2.56 0.16 D.34 49 NC, SC. S Insul 0 46 2,17 0 42 D.44 - - Insul Low E2 0.35 2.86 023 0.38 - N, NC, SC, 5 Inwl Low E� w/Argo� Gaz 0 33 3 03 0.23 0 38 - N, NC, SC. S M�ith 5/B' Flat 3ia" Irrsul I.nw E 240 036 2.78 0.15 0.21 - NC, SC, S Grilles in Airspate Insul Low E 240 wiArqon Gas G 33 3.03 0 ld 0 21 - N, NC, SC. 5 Bronze Inwl 0 a6 2.17 0.34 0.32 - 5 Bron¢e Insul Low E2 i! 35 2-86 012 018 - N, NC. SC, S Bronze Irnul Low E2 w/Argon Gas 0 33 3.03 0.22 0.28 - N, NC, SC, 5 Gray Insul �1 46 2 17 0.32 0 29 - 5 Gray Insul Low E� 0.35 2.86 0.21 0.25 - N, NC, $G, 5 Gray Insul Low EI w/Argon Gas U 33 3A3 0.20 0.25 - N, NC, SC. S ' Total Unn Calculations are determined using the National Fenestration Rating ` Un�ts are calculated and manufactured wich warm-edge spacer system Co�nd� (NFRCI p�ocedures (or delermming (e�esVation product values. d S�mulsted Divided Lite units sre calculated vrith grilles in a�rspace b Capillary wbes are �equired (or insulating glass units at high elevations Inert gases (argon or krypton/argon) will not be fumished in units with capillary tubes. HOTLINE 1-800�538-8836 wwwweathershield.com FAX 1-800-390-1225 (Revised 09-08j archservu�es�weathershield com r 12-14-2012 Inspection Request Reporting n�, Page 7 4:00 pm VaiL, S_� Of ��2—��-I Requested Inspect Date: Monday, December 17, 2012 Site Address: 302 HANSON RANCH RD VAIL MILL CREEK COURT BUILDING UNIT 401 A/P/D Information Activity: B12-0193 Type: COMBO Sub Type: AMF Status: ISSUED Const Type: Occup anc�r : Use: R-2 Insp Area: Owner: JAMES, ALAN AND FLETCHER, JENNY Phone: 646-220-6943 Contractor: GEORGE SHAEFFER CONSTRUCTION Phone: 970-845-5656 COMPANY Description: COMPLETE INTERIOR REMODEL REPLACE EXISTING WINDOWS, ADDED WINDOWS, ADDED STORAGE LOFT, ADDED GAS FIF�EPLACE. Requested Insaection(s) Item: Requestor: Comments: Assigned To: Action: Comment: Comment: �LDG-Final Requested Time: 08:00 AM RGE,SHAEFFER CONSTRUCTION Phone: 970-845-5656 "' Entered By: JMONDRAGON K Time Exp: ne p sed Exc I is ch��ging out gas meters for the whole building, and will not set a new meter for this until they are co Ieted. Wll need fo inspect when excel is complete Inspection Historv Item: 120 ELEC-Rough ""` Approved "' 08/23/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 220 PLMB-Rough/D.W.V. "Approved ** 08/01/1Z Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: under floor 08/23/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 230 PLMB-Rough/Water *" Approved "' 08/01/1Z Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: under floor 08/23/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 315 PLMB-Gas Piping '" Approved *' 08/01/12 lnspector: sgremmer Action: PI PARTIAL INSPECTION Comment: tested at 15 psi 11/02/12 Inspector: JRM Action: AP APPROVED Comment: 15 # AIR TEST OK FOR METER Item: 200 MECH-Roug h ** Approved ** 08/01/12- Insp ector: sgremmer Action: PI PARTIAL INSPECTION Comment: radiant heat 08/23/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 30 BLDG-Framing ** Approved *" 08/24/12 Inspector: nc Action: PA PARTIAL APPROVAL Comment: frame for unit ok still need to install 1- C 9" by 20" beam at exterior and inspect grouting. ok to insulate 10/05/12 Inspector: sgremmer Action: AP APPROVED Comment: 10/23/12 Inspector: sgremmer Comment: Item: 50 BLDG-Insulation ** Approved "' 08/09/12 Inspector: sgremmer Action: AP APPROVED Action: PI PARTIAL INSPECTION REPT131 Run Id: 15039 ******+****************+**************************************************+**********+****** TOWN OF VAIL, COLORADOCopy Reprinted on 12-26-2012 at 16:35:35 12/26/2012 Statement ******************************************************************************************** Statement Number: R120001667 Amount: $153.48 10/16/201208:44 AM Payment Method: Check Init: MH Notation: ----------------------------------------------------------------------------- Permit No: B12-0193 Type: COMBINATION BLDG PERMIT Parcel No: 2101-082-4001-1 Site Address: 302 HANSON RANCH RD VAIL Location: MILL CREEK COURT BUILDING UNIT 401 Total Fees: $9,031.30 This Payment: $153.48 Total ALL Pmts: $9,031.30 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 11.20 PF 00100003112300 PLAN CHECK FEES 117.28 UT 11000003106000 USE TAX 4% 25.00 -----------------------------------------------------------------------------