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Home My WebLink AboutB11-0085� �� May 17, 2011 Monroe 8� Newell Engineers, Inc. Mr. Donald Brownstein C/O Peak Properties PO Box 1810 Vail, CO 81658 / d � � S �� — Vail, Colorado Denver, Colorado Frisco, Colorado Re: Structural Observation of Deck Beam at 1452 Buffehr Creek Road, Vail, Colorado (M8N #8506) Dear Mr. Brownstein, Monroe 8 Newell Engineers inc. visited the site of the Brownstein residence at 1452 Buffehr Creek Road on May 10, 2011. The purpose of our visit was to observe the framing of a wood framed deck that overhangs the garage door at the east side of the building and to determine, if the existing framing is structurally sufficient to support the stone pavers, concrete and wood framing as well as the live loads that are required by the International Residential Building Code, 2003 Edition and the Town of Vail Building Code. This deck area was constructed in 2007, as part of a renovation and addition of an existing residence. The construction documents for the addition were prepared by TAB Associates, Inc. and the Engineer of Record was Newkirk Engineering, Inc. Our analysis and our review of the on-site conditions of this deck resulted in the following: 1. The existing deck support beam is a log beam that is approximately 14 inches in diameter near its center. The beam's timber grade is unknown, but appears to be similar to a structural #2 grade. 2. Log beam specifications were not found in the construction documents, dated April 23, 2007. 3. The log beam is supported on a steel angle at its north end that is connected to a concrete site retaining wall with two '/." diameter expansion anchors. At its south end it is supported on a wood post inside the building wall. The connection at the concrete wall was not constructed as shown in the construction documents. 4. The deck framing consists of 2x or 3x decking, plywood sheathing and waterproofing layers. On top of the structural wood deck and waterproofing a concrete topping slab that was installed to slope to a center drain had a thickness of up to 6 inches. A stone paver finish had been placed on top of this concrete slab. This assembly is not in compliance with the structural construction documents, which indicate a"stone and mortar set per arch." of approximately four inch thickness. www.monroe-newell.com 70 Benchmark Road • Suite 204 • P.O. 3ox 1597 • Avon, Colorado 81620 (970) 949-7768 • FAX (970) 949-4054 • emaiL avon�monroe-newell.com � 5. The existing log deck support beam had deflected up to two inches under the weight of the heavy dead loads and may have deflected more as live loads were added. As a result the paver joints cracked and water did not run into the center drain, but dripped over the deflected edge of the deck. 6. Using allowable stresses and stiffness characteristics of structural # 2 grade lumber as listed in the National Design Specification for Wood Construction, 2005 Edition, we determined that the existing log beam was undersized for the dead loads and required live loads by a large margin. The deflections of this beam resulted in cracked stone finishes. 7. We have analyzed the proposed new framing conditions with a maximum concrete topping, grout and stone thickness of four inches in total and have determined that a new steel beam should be installed in place of the existing log beam. The beam shall be installed as shown in the attached sections SX-1 and SX-2. During replacement of the log beam the existing decking above the beam will have to be shored. After the new railing framing is in place it will be structurally sound and will be able to support the live loads as required by the International Building Code, 2003 Edition and the Town of Vail Building Code. Our office will conduct a site observation of the repaired framing after the deck has been reconstructed. If you have any questions or comments, please call. Very truly yours, MONROE & NEWELL ENGINEERS, INC. Hannes Spaeh, P.E. Principal Monrce & Newell Engineers, Inc.. May 17, 2011 2Y�� 2 1452 Buffehr Creek Road (M8N #8506) :� 0 �� Monroe � Newell June 6, 2011 Engineers, Inc. Mr. Donald Brownstein C/O Peak Properties PO Box 1810 Vail, CO 81658 Vail, Colorado Denver, Colorado Frisco, Colorado Re: Structural Observation of Deck Framing at 1452 Buffehr Creek Road, Vail, Colorado (M8�N #8506.01) Dear Mr. Brownstein, Monroe 8� Newell Engineers Inc. visited the site of the Brownstein residence at 1452 Buffehr Creek Road on June 3, 2011. The purpose of our visit was to observe the framing of new deck and floor framing above the east end of the garage near the double door. During our site visit we noted the following: 1. All existing deck joists had been replaced with 1 3/<" x 9'/2' LVL members. 2. A new (3) — 1 3/." x 9'/z' LVL beam had been installed under the south wall of the kitchen bay above the garage as described in item 4 of our report dated May 19, 2011. 3. The new joist and beam hangers were nailed into a new LVL ledger that was attached to the existing wood pack located inside the structural steel support beam. The contractor shall install additional bolts from the ledger into the wood packing. At the joists a 3/:' diameter x 4" lag-bolt shall be installed 2 inches each side each joist. Additionally, (2) '/<" diameter x 4" lag-bolts shall be installed 1" away from the edges of the beam hanger each side of the hanger at the (3) — 1 3/." x 9'/z" LVL beam. The vertical bolt spacing shall be 3" from the top edge of the web pack and 3" from bolt to bolt. 4. Deck sheathing was not yet in place and waterproofing membranes will have to be installed. 5. The new steel beam located at the outside of the garage door was in place at the time of our site visit and log trim had been attached. Log purlins above this beam were being installed. w�v w. monroe-newel l. co m 70 Benchmark Road • Suite 204 • Y.O. Box 1597 • Avon, Colorado 81620 (970) 949-7768 • FAX (970) 949-4054 • email: avon�monroe-newell.com r.; . � The framing of the deck above the garage door appeared to have been repaired per the requirements of our report dated May 19, 2011. If you have any questions or comments, please call. Very truly yours, MONROE & NEWELL ENGINEERS, INC. Hannes Spaeh, P.E. Principal Monroe 8 Newell Engineers, Inc.. 2 1452 Buffehr Creek Road June 6, 2011 (M&N #8506) NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL T/MES Y ��/y �y�''1(� ; LV�V4 I�� t Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B11-0085 Job Address: Location......: Parcel No....: 1452 BUFFEHR CREEK RD VAIL 210312102028 OWNER DBCAJT LLC 04/25/2011 2187 ATLANTIC ST STAMFORD CO 06902 APPLICANT STONEWILLOW CORP PO BOX 8514 AVON CO 81620 License: C000003116 CONTRACTOR STONEWILLOW CORP PO BOX 8514 AVON CO 81620 License: C000003116 04/25/2011 Phone:970-376-7511 04/25/2011 Phone:970-376-7511 Description: REPLACE STONE ON EXTERIOR BALCONIES WITH SAME STONE. THE ORIGINAL STONE WAS LOOSE AND THE WATERPROOF MEMBRANE HAS FAILED. ALSO REMOVE THE NORTH WINDOW ON THE LOWEST LEVEL AND INFILL WITH STONE TO MATCH EXISTING. Occupancy: R-3 Type Construction: VB Project #: Applied.....: Issued. . . : PRJ11-0131 04/25/2011 05/11 /2011 Valuation: $400,500.00 .................�..,..........,........,.,....�..__.._....,,,,,,,................. FEE SUMMARY ,.......,.,..........,..........x...,,............,..,,.........,,..,.....«......,. Building Permit -----------> $2,679.35 Bldg Plan Check ----------> $1,741.58 Use Tax Fee-----------------------> $7,810.00 Electrical Permit ---------> $115.00 Elec Plan Check -----------> $74.75 Restuarant Plan Review--------> $0.00 Mechanical Permit ------> $980.00 Mech Plan Check ---------> $245.00 Additional Fees--------------------> $0.00 Plumbing Permit --------> $3,585.00 Plmb Plan Check ---------> $896.25 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $20.00 TOTAL PERMIT FEES-------------> $18,146.93 Payments------------------------------> $18,146.93 BALANCE DUE-----------------------> $0.00 w w x+4+! x fi h A 1' �R R h fr h 4 f Ye f f h Y f rt rt f Yt �A' �k # 1( # k f f 1( R R f# 1` tl R f� *** x h tr 1' f k iF rt tr rt# f f Y' f! f rtY` �k rt'k #� 4#� �� i i Y( * R# 1( fi f f k f** te e M 1l * h* R h tr+i1' Yr R rt f F f## f f##'k rt* rt* 4 41(1 r�# 1' 41' fi 4 fi+* i! k 1` # fr i k 4*�k fr t* R h iFYe # RYr *+YrYr f' �A' w�k h w hYr f'Y` e h w Y r w e i 4 f h�.F f rtVYr �k rt DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR IN P CTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:OOAM-4:OOP � ' ' � ', Sign ure of Owner or Contractor Date � � h )i � C'_ `h� -�; V Print Name combination permit_012811 t � ...'. � . � . �I�� ! +x.x ...............+....+..+.......+.r.........+........w.................................r............xxx......s...xxwxx:wx...........w.x..+........�.+...w.............e.e.+..+.+,r.. CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B11-0085 Owner: DBCAJT LLC Address: 1452 BUFFEHR CREEK RD VAIL Location: •f�44fiffff f LL1(f Ral+wf�4�tr+w++/rttrYrYrYrYrY'i4hi1'M'#%Ai(i(i(i!i!f i(i�ililiH(f LLilrtfi`fLLf1`fe4t(44fr/riRiRtft`lkR�Rft1(4lt�fr#41(4f f�Rirxi++xfaYrRirw�kR+4�k*wYrifr+�F�FhwwtrtweYewYewRtr4tre�k�k»twwA+FtrwXwaf #f f friwxt�w#�1`441(A�rtf*4f f rt� rtrt �rtilh combination permit_012811 1 � �a� a� �� *�****..***�*****,..*******************************.,.***********,...**********..****************************************************,*****....**�**.**..**** Permit #: B11-0085 Owner: DBCAJT LLC REQUIRED INSPECTIONS AND STATUSES Address: 1452 BUFFEHR CREEK RD VAIL Location: ***********,**«*««************w„*,.,.******«**********************��******,.*«****„*««******�,.****��*.***************.,*****„««.,..,«*****�****.****,,.,.,*.,,, Item: 00120 ELEC-Rough Item: 00200 MECH-Rough Item: 00220 PLMB-Rough/D.W.V. Item: 00230 PLMB-Rough/Water Item: 00224 FIRE-ALARM ROUGH Item: 00225 FIRE-SPRINKLER ROUGH Item: 00030 BLDG-Framing Item: 00050 BLDG-Insulation Item: 00060 BLDG-Sheetrock Naii Item: 00190 ELEC-Final Item: 00290 PLMB-Final Item: 00390 MECH-Final Item: 00228 FIRE - Final Item: 00534 PLAN - FINAL C/O Item: 00070 BLDG-Misc. Item: 00090 BLDG-Final combination permit_012811 ********************+******+*********************************�*************************�**** TOWN OF VAIL, COLORADO Statement *****+*******************************************************************************�+++*** Statement Number: R110000448 Amount: $16,407.9305/11/201101:50 PM Payment Method: Check Init: SAB Notation: 1296 PEAK CORPORATE HOLDINGS ----------------------------------------------------------------------------- Permit No: B11-0085 Type: COMBINATION BLDG PERMIT Parcel No: 2103-121-0202-8 Site Address: 1452 BUFFEHR CREEK RD VAIL Location: Total Fees: $18,146.93 This Payment: $16,407.93 Total ALL Pmts: $18,146.93 Balance: $0.00 ***************************�**************************************�************************* ACCOUNT ITEM LIST: Account Code BP 00100003111100 EP 00100003111100 MP 00100003111100 PF 00100003112300 PP 00100003111100 UT 11000003106000 WC 00100003112800 Description BUILDING PERMIT FEES ELECTRICAL PERMIT FEES MECHANICAL PERMIT FEES PLAN CHECK FEES PLUMBING PERMIT FEES USE TAX 4% WILL CALL INSPECTION FEE Current Pmts 2,679.35 115.00 980.00 1,218.58 3,585.00 7,810.00 20.00 ----------------------------------------------------------------------------- ° ` �"� Department of Community Development-' � �_._� �� :�� _ � � � 75 South Frontage Road . _- .. � �. � ': k : `" : Vail,.Colorado 81657 � -` ` ♦ Tel. 970-479-2128. �`� '� Web: www.vailgov.com ' � � .� : � � � �� ° '�� Development Review Coordinator � ' , _ � ��< s : �a��_ � t - a f�v'tEi'3t �F� �tA °�' � � � �i��I� 13� �I��' � ��., f , � ��, _ � _ u: . ,. � . _ : e � . �� ` � �� .W.� �.�.� . ..e . __ __W. � ,._�....�<_. _.._.� . ,�� .. �,f. � � ....: �.�__ ...��.�... BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: Project #: r" R�% �"� (� l 3 I ��_ $�F�E �r C� �� Number Street DRB #: ( ) ( ) (Suite #) ' Building/Complex Name: Buiiding Permit #: �i 1 � �� O ` Lot #: Block # Subdivision: Contractor Information � _ _ _ _ _ --- _ __ __ __ . __ _ - -- ___ i Business Name: S�0 �� j f f��y � Work Class: New ( ) Addition ( ) Alteration (�(�) Business Address: � � �� -� Type of Building: , City�T-1 j��}� State: �, � Zip: % b � Single-Family� Duplex () Multi-Family () i Commercial ( ) Other ( ) � Contact Name: �� y� g Q.C�.'�' Contact Phone: � ( v � � ( ?�, Work Type: Interior�) Exterior ( ) Both ( ) Contact E-Mail: _ � ��Q�(� b� � �Q,� �) �n , �(� Valuation of Work Included Plans Included Work Contractor Registration Number: Electrical �)Yes ( )No � )Yes ( )No �� ; X Mechanical � )Yes ( )No (�Yes ( )No �°` ='I Owne Owner's Representative Signature (Required) Plumbing (X)Yes ( )No (�)Yes ( )No �� ab� j Project Information -Building (x)Yes ( )No f�( )Yes ( )No �c � � � Owner Name: �� (j�� Q//� j � _ � + Value of all work being performed: $ � d � �dC7 � � Parcel #: `�, � � � ��,� � � �value based on IBC Section 109.3 & IRC Section 108.3� (For Parcel #, contact Eagle County Assessors Office at�970-328-8640 or visit � � www.eaglecounty.us/patie) Electrical Square Footage Detailed Scope and Location of Work: l%�' (>�iQ Ab N_ �% e C�7�,� i�� r� ?�C�"L�` � t�Y� Q�i � � Y7 � �eG� n-�>r v�e� S�,A�' a� 2�r��r��}o�� , b P�roa•n � c, n i.�� c?v�� .� mnv��/NF�c.� C()�ti1Dou� W Q 1 311 DtDB 1 I(use additional sheet if necessary) � I —� For Office Use Only: Date Received: � ��(��' r ��/] L, l�a? Ir��, !� �J � Fee Paid: � ��, pp D Received From: _��o,�� u� cw � RP �7�0 �u� APR 21 2011 Cash Check # �,�o(p CC: Visa / MC Last 4 CC # exp date: TOWN OF VAIL Auth # O1-Jan-11 rr DS Consulting, Inc. Asbestos Inspection and Sampling Report 1452 Buffer Creek Rd, Vail, Colorado 81657 Presented To: Ms. Wendy Becker Peak Properties PO BOX 1810 Vail, CO 81658 Performed & Prepared By: Mr. Steve Shurtliff DS Consulting, Inc. PO Box 6864 Avon, CO 81620 (303) 378-1544 Project Details: Project Number: 3944 Conducted: April 19, 2011 � EXECUTIVE SUMMARY On April 19, 2011, Mr. Steve Shurtliff with DS Consulting, Inc. (DSC) performed a limited asbestos inspection and performed asbestos bulk-sampling at 1452 Buffer Creek Rd, Vail, Colorado, in order to identify potentially hazardous friable and non-friable asbestos-containing materials (ACM) within a portion of the above-referenced, single-family residence scheduled for renovations. The Colorado Department of Public Health and Environment's (CDPHE) Regulation 8, Part B defines an asbestos- containing material (ACM) as a material containing more than 1% asbestos. Mr. Shurtliff collected a total of three (3) asbestos bulk-samples from the following locations within the residence: • Drywall • Lower Level Bedroom Closet Wall • Lower Level Bedroom Wall • Lower Level Mechanical Room Wall All three (3) bulk-samples were analyzed by a National Voluntary Laboratory Accreditation Program (NVLAP) accredited lab in Denver, Colorado. All three (3) bulk-samples reported as none-detect for asbestos -(see Appendix B for laboratory report). 2 PROJECT OVERVIEW I. Introduction A limited asbestos inspection and bulk-sampling for ACM was conducted at 1452 Buffer Creek Rd, Vail, Colorado, by Mr. Shurtliff on April 19, 2011 at the request of Ms. Wendy Becker with Peak Properties. Mr. Shurtliff is a Colorado State Certified Building Inspector; having EPA Accreditation #15413 (see Appendix A for certificate). The purpose of the inspection was to identify, sample and assess potentially hazardous friable and non-friable ACM within portions of the residence that may be impacted by renovation activities. II. Structural Design The structure is a wood-framed, multi-level, single-family residence with attached garage. III. Sampling and Analytical Procedures The inspection, assessment and sampling were conducted by an EPA and AHERA accredited Building Inspector qualified by experience, education and training in the recognition of potential ACM and approved bulk-sampling techniques. The asbestos bulk-sampling was conducted on suspect ACM with a limited number of bulk-samples being collected within the residence. The inspection, assessment and sampling were performed in accordance with Environmental Protection Agency/AHERA recommended procedures. These procedures call for the visual inspection of the area of concern and the collection and analysis of representative bulk-samples of suspect material. Some minor destructive sampling was conducted. Walls, columns and perimeter pipe chases were not broken into in order to locate and quantify suspect ACM. It should be noted that additional ACM might be located in these and other inaccessible areas. Random bulk-samples, representative of the suspect asbestos-containing building materials (ACBM) of each homogeneous area (HA), were collected according to the guidelines published as Environmental Protection Agency (EPA) Final Rule: Title II of the Toxic Substances Control Act (TSCA), 15 USC, Sections 2641 through 2654 and in compliance with 40 CFR, Part 763. Representative sampling is based on the following criteria: 1. The distribution of the suspect material throughout the HA. 2. The suspect material's physical characteristics and application. 3. Random sampling patterns determined for each HA. Suspect materials sampled and analyzed should be considered to be representative of materials in each HA if they exhibit similar physical characteristics and the application of the sampled material can be correlated to the application of un-sampled material. Bulk-samples collected were analyzed utilizing the EPA's Method for the Determination of Asbestos in Bulk Building Materials (EPA 600/R/116, July, 1993) and the McCrone Research Institute's The Asbestos Particle Atlas as methods references. Analysis of the bulk-samples was performed on the "date reported," as listed in the bulk-sample analysis report. � IV. Notes on Report Format Suspect materials alike in appearance and application were sampled as HAs. Suspect materials were divided into three classifications: 1. Surfacing Material: sprayed or troweled onto structural building member. 2. Thermal System Insulation (TSI): any type of pipe, boiler, tank, or duct insulation. 3. Miscellaneous Material: other suspect materials, floor tile, sheet vinyl/linoleum, ceiling tiles, insulation, and finishing materials. Condition assessments were performed by the accredited inspector at the time of inspection. Condition assessments are listed in the following section. Ratings of "good," "damaged," and "significantly damaged" are meant to indicate the overall condition of the material. A material in "good" condition has no visible damage or deterioration, or showing only very limited damage or deterioration. A material in "damaged" condition has the following characteristics: The surface is crumbling, blistered, water-stained, gouged, marred or otherwise abraded over less than one- tenth of the surface if the damage is evenly distributed (one-quarter if the damage is localized). Accumulation of powder, dust or debris similar in appearance to the suspect material on surfaces beneath the material can be used as confirmatory evidence. A material in "significantly damaged" condition has one or more of the following characteristics: • The surface is crumbling or blistered over at least one-tenth of the surface if the damage is evenly distributed (one-quarter if the damage is localized). • One-tenth (one-quarter, if localized) of the material is hanging from the surface, deteriorated, or showing adhesive failure. • Water stains, gouges, or mars are over at least one-tenth of the surface if the damage is evenly distributed (one-quarter if the damage is localized). Accumulation of powder, dust or debris similar in appearance to the suspect material on surfaces beneath the material can be used as confirmatory evidence. Response-action recommendations for asbestos-containing HAs are listed in the section VII. Recommendations may be for more than one HA, if materials are alike. Recommendations are either "general" or "immediate." An immediate recommendation indicates the presence of asbestos greater than 1% within the bulk-sample, or a bulk-sample in the same HA, and should be addressed accordingly. A general recommendation indicates asbestos does not exist greater than 1% within the bulk-sample, or all bulk-samples in the same HA, and no further abatement activities are required for removal of the material. Any sample reporting a"TRACE" amount of asbestos must be considered to be positive for asbestos greater than 1% unless it is analyzed by the point-count method to be less than 1%. V. Inspector Comments No asbestos-containing material was identified during the bulk-sampling conducted at 1452 Buffer Creek Rd, Vail, Colorado. A total of three (3) bulk-samples of drywall were collected from the lower level bedroom and mechanical room of the above-referenced residence. All three (3) bulk-samples reported as none-detect for asbestos. 4 VI. Homogeneous Area Descriptions The following section contains sampled HA descriptions and sample locations. Percent-asbestos content for each sample indicated can vary depending on sample locations, homogeneity of the materials, and type of application. . ND=None-detect. *The quantities of materials listed in this report are general approximations used specifically to determine the number of bulk-samples of each material to be collected. These quantities should not be used for any other purpose. On-site verification of the exact quantity of material is required for bidding purposes. Sample #: DW01-01 Sample Description: Drywall Sample Location: Lower Level Bedroom Closet Wall Material Classification: Surfacing Material Material Quantity: <1,OOOftz Material Condition: Good Layers - Asbestos Content: White tape - ND White joint compound - ND Tan/white drywall - ND Recommendations: GENERAL - See Section VII Sample #; DW01-03 Sample Description: Drywall Sample Location: Lower Level Mechanical Room Wall Material Classification: Surfacing Material Material Quantity: <1,OOOft2 Material Condition: Good Layers - Asbestos Content: White texture w/tan paint - ND White tape - ND White joint compound - ND Recommendations: ENERAL - See Section VII VII. Recommendations Sample #: DW01-02 Sample Description: Drywall Sample Location: Lower Level Bedroom Wall Material Classification: Surfacing Material Material Quantity: <1,OOOftz Material Condition: Good Layers - Asbestos Content: White texture w/tan paint - ND White tape - ND White joint compound - ND Tan/white drywall - ND Recommendations: GENERAL - See Section VII GENERAL: The laboratory results of the potential ACM sampled at 1452 Buffer Creek Rd, Vail, Colorado, indicate the bulk-samples collected from the residence reported as none-detect for asbestos. No professional abatement activities are recommended to remove the above-referenced material. E APPENDIX A CERTIFICATION ��`� �; �' ;V� :, r S `r'�,;; �� ', �� : � �, i '"°' �� ` `r e '�,1r _'� r _� _we �w '�i a� �. - �c � ,� , .. , „—' : � � ; � . < ., "� � � ��; STATE OF COLORADO �w f` =��. : c ,�- :� �` . ASBESTOS �� ' w' '' CERTIFICATION* zf�""� ��. � � �� . "'"": �E Culorado Uep:ut�mnt of Public Hcalth �±�» � and Environment c�' � r ,,�` Air Pollunon ('ontrol Div�sion ��! � :` ,;i: �` �, ,�; � � :-� � � Th�s certities lhai � `�! ;.�?� � �;, /7 �; �- Steve Shurtliff ; <. _ � �{ . ,; 7` CertificaHun No: I W 13 �[ -� � ;� � . 9 " � � ;- �Y� k has met the requirements of 25-7-507, ('.RS. and .Air Qualiry ('ontrol �� (:ommission Regulation No. S. Nan B. and is hercby certitied hy th� �� -��k, state of('ulorado m thc followmg discfplinc: �� ; �� M � �� q� � �`� Buildin Ins ector* ''�� ,- � g P R. �� ! I X! `- � +XP Il. . aMw } Issued: 6/12/2010 `�} f=� :� :� = Expires on: NI2/Z011 � � �; � �- . ,i �:�;: � �i �:�� . . - ; �u �PCDRenes.�bn. �' �r ` �+I � .. ^� I� :: • TA� rerp/k.tr 4 wl.I wy wrF rA�,nua.:.w ,/. �..+..� n;.:.w.-.op.�.. w�w,� �..�.w "� � �. e� �e�/' a� N,�+d w.,Fd e... s�• - SEK � { �:. ` �I �. � . 1 wk� `,�rl ��'a -��1� . ,�'y �. .JC: �,�_.f'C_ �.� ,.. � y 3 ..' ' iR� �R� �{. 1n nI y�� im \ ;I�• „ �, ,.�,, M _F;�,. .,.�.i1d J y �tx�^.,d 7 tik11,�, Y :. ] y �, �, � gf . � f � �i �5,�, ;. � i •'} g fr�'�.hr� .�'" yj�tr Y .. r ... _ .�' . . ��- .. .. . i�. , .l. .�. .✓. 1.., 1. S•r • %i. APPENDIX B LABORATORY REPORT � ACRObIQLOC�y LAI�ORATORy ASSUL'IAItS, INt:UI2F�IL41tl� r�—>�«s Y'.�,� Certiticate of Analysis 13949 W. Cotfax Ave Suite 205 Lakewood, CO 8040 L 303.2323746 www.aerobioloav.net Client Nart►e DS Consulting ��,-� �� Date Collected: 04/19/11 Street address 5366 Flatrock Ct � fl Date Received: 04/20/I 1 City, State ZIP Mornson, CO 80465 Date Malyzed: 04/20/11 Attn: Steve Shurtliff NvLAP Lab Code 200860-o Date RepoRed: 04/20/11 Clieet Project Name: 1452 Buffer Cr Rd Vail Project ID: 11004920 Job ID� Test Requested: 3002, Asbestos in Bulk Samples Method: Polatized Light Microscopy / Dispersion Staining (PLM), Method for the Detemtination of Asbestos in Bulk Building Materials. EPA-600/R-93/116, July 1993. Sample ldentification HO"1O' �yef Non-Asbestos Non-Fibrous Matrix Physical Description of Sample/I,ayer geneous percenta e``�bestos Detected Asbestos Percentage Fiber Material Material Client La Sam e Number y g Percenta e Percenta e Com sition 11004920-1A White Tape N 5% ND 95 5 DWOI-01 11004920-1B White Joint Compound N 10% ND 100 C 1 1 004920-1C Tan/White Drywall N 85% ND 10 90 G 11004920-2A White Texture wlTan Paint N 5% ND 100 C 11004920-2B White Tape N 10% ND 95 5 DWO1-02 11004920-2C White Joint Compound N 30% ND 100 C 11004920-2D Tan/White Drywall N 65% ND 10 90 C 11004920-3A White Texture w/Tan Paint N 10% ND 100 C DWO1-03 11004920-3B White Tape N 15% ND 95 5 11004920-3C White Joint Compound N 20% ND 100 C Page 1 of 3 A = Amosite AC = Actinolite � � � �� v � AN = Anthophyllite ��.,,� �`� �,�� /�'��j'¢"�"" CHRY�hrysotile U ( CR = Crocidolite TR = Tremolite �c ar egrryn au appe Trace=Less Than 1% L.aboratory Analyst Asbestos Laboratory Supervisor ND=None Detected 13949 W. Colfax Ave. Suite 205, Lakewood CO 80401, 303.2323746 Q = Quartz P = Perlite C = Carbonates B = Binder G = Gypsum D=Diatoms M = Mica T=Tar NTR = Non-Asbestifortn TR NAC = Non-Asbestiform AC .A�RObioloc,y Laborztarorxy ASS()L:IAIES, INC'UIt{�UIL41tL> �s�s ��t�+,�ear�► Certificate of Analysis 13949 W. Coifax Ave Suite 205 Lakewood, CO 8040 } 303.2323746 www.aerobioloav.net Client Name DS Consulting ��n �^j Date Collected: 04/19/11 Street address 5366 Flatrock Ct L e�) Date Received: 04/20/11 City, State ZIP Morrison, CO 80465 Date Analyzed: 04/20/11 Atfi: Steve Shurtliff NVLAP Lab Code 200860-o Date Reported: 04/20/I 1 Client Projeet Name: 1452 Buffer Cr Rd Vail Project ID: I 1004920 Job ID: Test Requested: 3002, Asbesto� in Bulk Samples Method: Polarized Light Microscopy / Dispersion Staining (PLM), Method for the Determination of Asbestos in Bulk Building Materials. EPA-600/R-93/I 16, July 1993. Sample Identification Homo- �ye� Non-Asbestos Non-Fibrous Matrix Physical Description of Sample/Layer geneous Asbestos Detected Asbestos Percentage Fiber Material Material Client La Sam e Num er Y� Percentage Percenta e Percenta e Com osition DWO1-03 11004930-3D Tan/White Drywall N 55% ND 10 90 G Page 2 of 3 A = Amosrte AC = Actinolite �� /�� AN = Anthophyllite _ J�'�' �� ja `�"- CHRY=Chrysotile �(/U ` CR=Crocidolite TR = Tremolite �c ar egrzyn au ppe Trace=Less Than 1% Laboratory Analyst Asbestos Laboratory Supervisor ND=Nune Detected 13949 W. Colfax Ave. Suite 205, Lakewood CO 80401, 303.2323746 Q = Quartz P = Perlite C = Carbonates B = Binder G = Gypsum D=Diatoms M = Mica T=Tar NTR = Non-Asbestifortn TR NAC = Non-Asbestiform AC � /�FRAI"1�(7IAf"'�Y IAhARATAR)/ �SSOC.I�TES, INCORf'OftnTELI � .�1 '� �'�aG�� DS Consulting 5366 Flatrcek Ct Morrison, CO 80465 Steve Shurtliff Client Project N�me: 1452 Buffer Cr Rd Vail Certificate of Analysis [� �'Vi' dl��, NVLAP Leb Code 200860-0 13949 W. Colfax Ave Swte 205 Lakewood, CO 80401 303.232.3746 www.aerobioloav.net Date Collected: 04/l9/11 Date Received: 04/20/11 Date Analyzed: 04/20/11 Date Reported: 04/20/1 I Project ID: 11004920 Job ID: General Nofes ND indicates no asbestos was detected; the method detection limit is I fiber. Trace or "<1" indicates asbestos was identified in the sample, but the concenVation is less than 1%. • All regulated asbestos minerals (i.e. chrysotile, amosite, crocidolite, anthophyllite, Vemolite, and actinolite) were sought in every layer of each sample, hut only those asbestos minerals detected are listed. Amosite is the common name for the asbestiform variery of the minerals cummingtonite and grunterite. Crocidolite is the common name used for the asbestiform variety of the mineral reibekite. ♦ Tile, vinyl, foam, plastic, and fine powder samples may contain asbestos fibers of such small diameter (< 025 microns in diameter) that these fibers cannot be detected by PLM. For such samples, moro sensitive analytical methods (e.g. 1'EM, SEM, and XRD) are recommended if greater certainty about asbestos content is required. Semi-quantitative bulk TEM floor tile analysis is accepted under the NESHAPS regulations. ♦ These results aze submitted pursuant to Aerobiology Laboratory Associates, Inc.'s current terms and conditions of sale, including the company's standard warranty and limitation of liability provisions. No responsibility or liability is assumed for the manner in which the results are used or interpreted. ♦ Unless notified in writing to retum the samples covered by this report, Aerobiology Laboratory Assceiates, Inc. will store the samples for a minimum period ofthirty (30) days before discarding. A shipping and handling charge will be assessed for the retum of any samples. • Aerobiology dces not gaurantee the reuslts of tape lifts, microvacs, wipe, and/or debris samples. Accurate analysis cannont be preformed due to particle size, media used, and/or amout of material given. Malysis of these materials should be preformed by a TEM. A result ojND does no� indicnte that tht snmple nrtn does not conMin. !t menns the nnn/yst cou/d not identify asbestos in the apeeiftc sample jor tht reasons listed abovt. Netes Reaeired bv NVLAP ♦ This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, N(ST, or any agency of the Federal Govemment. • 'Ihis test report relates only to the items tested or calihrated. ♦ This report is not valid unless it bears the name of a NVLAP-approved signatory. • Any reproduction of this document must include the entire document in order for the report to be valid. 13949 W. Colfa�c Ave. Suite 205, Lakewood CO 80401, 303232.3746 0 06-27-2011 Inspection Request Reporting Page 9 4:24 �m Vail, C� - Ci{�pf Requested Inspect Date: Tuesday June 28 2011 Site Address: 1452 BU�FEHR C�EEK RD VAIL A/P/D Information Activity: 611-0085 Type: COMBO Sub Type: ASFR Status: ISSUED Const Type: Occupancy: Use: R-3 Insp Area: Owner: DBCAJT LLC Contractor: STONEWILLOW CORP Phone: 970-376-7511 Description: REPLACE STONE ON EXTERIOR BALCONIES WITH SAME STONE. THE ORIGINAL STONE WAS LOOSE AND THE WATERPROOF MEMBRANE HAS FAILED. ALSO REMOVE THE NORTH WINDOW ON THE LOWEST LEVEL AND INFILL WITH STONE TO MATCH EXISTING. Requested Insqection(s) Item: 534 PLAN - FINAL C/O Requestor: STONEWILLOW CORP Assigne_ d�: �1HSQ�1., �i�ean: Time Exp: Item: 90 BLDG-Final Requestor: S ONEWILLO CO P � Assigned To: ONDRAG ,,,�� .e Action: � ��ime Exp: _ Item: 290 PLMB-Final �C��=�U�'a� Requestor: STONEWILLOW CO Assigned To: GON Action: Time Exp: Item: 390 MECH-Final Requestor: STONEWILLOW CORP Assigned To: JM N AGON Action: Time Exp: Item: 190 ELEC-Final Requestor: STONEWILLOW CORP Assigned To: � MER Action: Time Exp: f �� e� �� e� � � Requested Time: 08:00 AM Phone: 970-376-7511 Entered By: JMONDRAGON K Requested Time: 02:30 PM Phone: 970-376-7511 Entered By: JMONDRAGON K Requested Time: 01:30 PM Phone: 970-376-7511 Entered By: JMONDRAGON K Requested Time: 02:00 PM Phone: 970-376-7511 Entered By: JMONDRAGON K Requested Time: 09:30 AM Phone: 970-376-7511 Entered By: JMONDRAGON K �G��.�." �`� v�ud�. �j1�.�G,� or.� !/+'.o�.0 �fl�i✓ �� G� ,� Inspection Historv / � �L v � � Item: 120 ELEC-Rough � *" Approved *" 05/26/1 T Inspector: sgremmer Action: AP APPROVED Comment: Item: 200 MECH-Rough ** Approved *" 05/26/11 Inspector: s remmer Action: AP APPROVED Comment: 9 Item: 220 PLMB-Rough/D.W.V. 05/23/1 T Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: Bsmt floor sink, water service and 2 zones of in floor .. .,, , Item: 230 PLMB-Rough/Water Approved REPT131 Run Id: 13225 �-�� 03-16-2012 Inspection Request Reporting ` Page 6 3'37 pm Vail, C� - Citv Of Requested Inspect Date: Monday, March 19, 2012 Site Address: 1452 BUFFEHR CREEK RD VAIL A/P/D Information Activity: 611-0085 Type: COMBO Const Type: Occupancy: Owner: DBCAJT LLC Contractor: STONEWILLOW CORP Sub Type: ASFR Use: R-3 Phone: 970-376-7511 Status: ISSUED Insp Area: Description: REPLACE STONE ON EXTERIOR BALCONIES WITH SAME STONE. THE ORIGINAL STONE WAS LOOSE AND THE WATERPROOF MEMBRANE HAS FAILED. ALSO REMOVE THE NORTH WINDOW ON THE LOWEST LEVEL AND INFILL WITH STONE TO MATCH EXISTING. Requested Inspection(s) Item: Requestor: Comments: Assigned To: Action: Comment: 90 BLDG-Final �011low u GON p rngos�ignoff fire o sign oif plumbing corrections � I� f� � t Inspection Historv Time Exp: Requested Time: 04:00 PM Phone: Entered By: JMONDRAGON K Item: 120 ELEC-Rou h `" Approved "" 05/26/1 � Inspector: sgremmer Action: AP APPROVED Comment: Item: 200 MECH-Rough *" Approved " 05/26/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 220 PLMB-Rough/D.W.V. 05/23/1 T Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: Bsmt floor sink, water service and 2 zones of in floor Item: 230 PLMB-Rough/Water ** Approved "" 05/23/1 T inspector: sgremmer Action: PI PARTIAL INSPEC710N Comment: Bsmt floor sink water service and 2 zones of in floor 05/26/11 Inspector: sg�emmer Action: PI PARTIAL INSPECTION Comment: recirc. line for whole house 06/21/11 Inspector: JRM Action: AP APPROVED Comment: ADD GAS PIPING 10 # AIR TEST Item: 224 FIRE-ALARM ROUGH Item: 225 FIRE-SPRINKLER ROUGH Item: 30 BLDG-Framing " Approved *' 05/26/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 50 BLDG-Insulation *" Approved ** 05/26/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: exterior deck only 06/09/11 Inspector: sgremmer Action: AP APPFtOVED Comment: Item: 60 BLDG-Sheetrock Nail "" Approved "" 06/09/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 190 ELEC-Final ** Approved ** 06/29/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 290 PLMB-Final ** Approved "* 06/29/11 Inspector: sgremmer Action: APCR APPROVED/CORRECTION REQD REPT131 Run Id: 14254