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Home My WebLink AboutB15-0408 NO TE: THIS PERMI T MUS T BE POS TED ON JOBSITE A T AL L TIMES .� �o�ao�v� . Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B15-0408 Project #: PRJ14-0676 Job Address: 1915 W GORE CREEK DR VAIL Applied.....: 10/15/2015 Location......: Issued. . . : 02/01/2016 Parcel No....: 210312306028 OWNER PONTE VEDRA (2008) LLC 10/15/2015 5000 SAWGRASS VILLAGE CIR STE 3 PONTE VEDRA BEACH, FL 32082 APPLICANT SPECTRUM CONSTRUCTION MANAGE 10/15/2015 Phone: 970-390-1937 JAY GILBERT � PO BOX 453 EDWARDS CO 81632 License: C000003514 CONTRACTOR SPECTRUM CONSTRUCTION MANAGE 10/15/2015 Phone: 970-390-1937 JAY GILBERT PO BOX 453 I EDWARDS CO 81632 License: C000003514 Description: Remove exterior stairs to lock off. New walls to enclose new mud room at west deck. New patio with gas fireplace and cooktop. New entry roof. New stone on chmney and stair tower. Remodel of interior. Occupancy: R-3 Type Construction: VB Valuation: $475,000.00 ................................................................................. FEE SUMMARY ..._.....,........,.......,...,.............,......,.......,................... Building Permit-----------> $3,093.75 Bldg Plan Check----------> $2,010.94 Use Tax Fee-----------------------> $9,300.00 Electrical Permit---------> $0.00 Elec Plan Check-----------> $0.00 Restuarant Plan Review--------> Mechanical Permit------> $0.00 $300.00 Mech Plan Check---------> $75.00 Additional Fees--------------------> $0.00 Plumbing Permit--------> $600.00 Plmb Plan Check---------> $150.00 Recreation Fee--------------------> $16.50 Investigation-----------------------> $0.00 Will Call------------------------------> $15 00 � TOTAL PERMIT FEES--------------> $15,781.19 Payments-------------------------------> $15,781.19 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 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 , � � 1 V��11 V� !`� ; ...................................................................................................................�..........,.,.,.,.....,,.....,.,....,,...,..............,,....... CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: 615-0408 Address: 1915 W GORE CREEK DR VAIL Owner: PONTE VEDRA (2008) LLC Location: ..........................................................................................,...............,...,.........,........................................,,................... � combination permit_012811 r � �� ..**....*....**..***......*..**************.***.*,.«*..***.,..*...*.******..**,,.*.*+.*..****.*..�..**..�.*.********.***«.**.**,..*.,..**....*.**�*.*..**« REQUIRED INSPECTIONS AND STATUSES Permit#: B15-0408 Address: 1915 W GORE CREEK DR VAIL Owner: PONTE VEDRA (2008) LLC Location: .�.....***„*.,,,*„*.*....******************..,****.*....**�***�****..*.*.*.***.****..***.*...***.�*�****.�.,...**.*.,,***�**.....*..*..********.,,**�*.*..* Item: 00010 BLDG-FOOTING 11/12/2015 By: sgremmerAction: PI Comments: front stair and mud room only 11/23/2015 By: sgremmerAction: AP Item: 00020 BLDG-Foundation/Steel 11/23/2015 By: sgremmer Action: PI 12/03/2015 By: sgremmer Action: AP Comments: CMU Item: 00120 ELEC-Rough Item: 00200 MECH-Rough Item: 00210 PLMB-Underground item: 00220 PLMB-Rough/D.W.V. Item: 00230 PLMB-Rough/Water Item: 00240 PLMB-Gas Piping 12/08/2015 By: JRM Action: PI Comments: under ground 50#air test with tracer Item: 00030 BLDG-Framing 01/18/2016 By:jrm Action: NO Comments: walk thur Item: 00050 BLDG-Insulation Item: 00060 BLDG-Sheetrock Nail Item: 00070 BLDG-Misc. Item: 00190 ELEC-Final Item: 00290 PLMB-Final Item: 00390 MECH-Final Item: 00090 BLDG-Final Item: 00542 PLAN-FINAL combination permit_012811 � . , - �`S� 0��8 H .:�:�C.;irunt��IZ»:itl I�� c_:icmrociJ Srrin�;,,G�ic�raJc�S1b01 Ph�,nc:97Q•945-798� HEPWORTH—PAWLAK GEOTECHNICAL Fas.970-�)4i•84�4 rm,��L•ki>>�;cc��hpgcutcrh.cnm November 9,24I5 Spectrum Construction Management Attn: Jay Gilbert P. O.Box 453 Edwards,Colorado 81632 (spec�rumcm C�comcast.net) Job No. 115 528A Subject: Observation of Excavation,Proposed Remodel and Additions to Lazara Residence, L.ot 28,Vail Vitlage West Filing No. 2, 1915 West Gore Creek Drive, Vail,Colorado Dear Jay: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc.observed the excavations at the subject site on November 3,2015 to evaluate the soils exposed for faundation suppoR. The �ndings of our observations and recommendations for the foundation design are presented in this report. The services were performed in accordance with our agreement for professional engineering services to Specwm Canswction Management,dated November 2, 2015. The remodel wilt include two new footing areas on ths east and west sides of the garage azea at the southern portion of the residence. The addition/remodel areas will have slab- on-grade floors. There will also be an exteriar patio addition with Iow concrete masonry unit(CMU)site walls and slab-on-grade patio area outside the northwest corner of the residence. The additions have been designed to be supparted on spread footings assuming an allowable soil bearing pressure of 2,000 psf. Based an our field information obtained,we recommended the spread footings for the exterior site walls be designed for an aIlowable soil bearing pressurc of 1,000 psf which we uaderstand was done. At the time of our site visit, the foundation excavatian for the two building addition azeas had each bcen cut in one level from 3�h to 4 feet below the adjacent ground sur€ace. The sails exposed in the bottom of the excavations consisted of inedium dense,silty sand and gravel with cobbles. The results of a gradation analysis performed on a bulk sample of the silty sand and gravel soils(minus 3 inch fraction)obtained from the site aze presented on Figure 1. The foundation excavation 8or the site wall to the northwest of the residence Parker 343-841-7119 • Cc�loradci 5prin�s ?19-633-5562 • Silvertllornc 970-468-1989 � � . . Spectrum Construction Management November 9, 2015 Page 2 had been cut in one level about 3 feet below the adjacent ground surface. The soils exposed in the bottom of the site wall excavation consisted of inedium dense,silty sand and gravel with cobbfe fill. A pit dug near this excavation indicated the medium dense fill was more than 2 feet deep below proposed footing grade and probably on the order of 3 to possible 4 feet deep. 1Vo free water was encountered in the excavations and the soils were slightly moist to moist. Considering the conditions exposed in the building additio�excavations and the nature of the proposed construction,spread footings placed on the undistvrbed natura! soil designed for an ailowable soil bearing pressure of 2,QOU psf can be used for support of the proposed additions. The site wall can beaz on the fill and be designed for an allowable soil bearing pressure of 1,000 gsf with some risk of settlement. There could be some differential settlement of the addition areas with respect to the existing structure which should be considered in the design. Footings should be a minimum width of 18 inches for contiauous walls and 2 feet for columns. Looss and disturbed soils in footing areas should be removed and the subgrade compacted. The bearing soils should be protected against frost and concrete shoulci not be placed on frozen soils. The footings should be provided with adequate soil cover above their bearing elevations for frost protection. Continuous founda[ion walls shoutd be reinforced tap and bottom to span local anamalies such as by assuming an unsupported length of at least 1Q feet. Foundation walls acting as retaining structures should also be designed to resist a lateral eazth pressure based on an eqvivalent fluid unit weight of at lesst 45 pcf for on-site granular soils as backfill. Structural fill placed within slab-on-grade areas can consist of the on-site soils excluding debris, topsoil and aversized (plus 6 inch) rocks compacted to at least 95% of standard Proctor density(SPD) at a moisture content near optimum. Backfill placed around the structure should be compacted to at least 90% SPD(9S% in pavement areas) and the surface graded to prevent ponding within at least 10 feet of the builciing. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavativns and do not include subsurEace exploratian to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have eqaal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavations, drilling would be required. It is possible the data obtained by subsurface ------ ---.--._ ____ _ _-------�._.__..__...___ ---- _____._____.� Job No 115 528A � G�d"1 « � s ✓ • Spectrum Construction Management November 9, 2015 Page 3 exploration could change the recommendations contained in this letter. Our services do not include determining the presence,prevention or possibility of mold or other biological contaminants(MUBC)developing in the future. If the client is concerned about MOBC, then a professional in this special fteld of practice should be consutted. If you have any questions or need further assistance,please call aur office. Sincerely, HEPWORTH—PAW�GEOTECHNICAL, INC. � r MR � � �� O �� . • ��v�` •� � David A. Yanng, P.E. � _�' � � � � �� M ��=; 3?-�i8 �� :�.''. li-9��Sr tv'� DAY/Ij f �'.�F '�....,..•••�'G��e ��i��1VAL�� Attachment: Figure 1,Gradation Test Resnits cc: BPSE- Brian Puppe(brian@bpse.net) ___ ___.._ __._---- _._____ . --___._...___.�.__ ___ __....-- Job No I IS 528A Gec�bectl NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .• �ow��vnII,�. 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 #: 615-0408 Project #: PRJ14-0676 Job Address: 1915 W GORE CREEK DR VAIL Applied.....: 10/15/2015 Location......: Issued. . . : 70/30I2015 Parcel No....: 210312306028 OWNER PONTE VEDRA(2008) LLC 10/15/2015 5000 SAWGRASS VILLAGE CIR STE 3 PONTE VEDRA BEACH, FL 32082 APPLICANT SPECTRUM CONSTRUCTION MANAGE 10/15/2015 Phone: 970-390-1937 JAY GILBERT PO BOX 453 EDWARDS CO 81632 License: C000003514 CONTRACTOR SPECTRUM CONSTRUCTION MANAGE 10/15/2015 Phone: 970-390-1937 JAY GILBERT PO BOX 453 EDWARDS CO 81632 License: C000003514 Description: Remove exterior stairs to lock off. New walls to enclose new mud room at west deck. New patio with gas fireplace and cooktop. New entry roof. New stone on chmney and stair tower. Remodel of interior. Occupancy: R-3 Type Construction: VB Valuation: $475,000.00 x��.�.��:sn.��::�s.:vxw�ii��:rx��:�rr:�ee�K��x+rwwrrw�w+��ew��www,�x�::::xx�� FEE SUMMARY s:+.:��xx:::,�s.��::,�x:w:rr::�xwx�rrr�r�w+��e+rewwweree::�w��w�s.+x�t,r�ttxi►ttt��r Building Permit-----> $3,093.75 Bldg Plan Check------> $2,010.94 Use Tax Fee --- > $9,300.00 Electrical Permit > $0.00 Elec Plan Check– > $0.00 Restuarant Plan Review > $0.00 Mechanical Permit—> $300.00 Mech Plan Check- > $75.00 Additional Fees---- -> $0.00 Plumbing Permit-----> $600.00 Plmb Plan Check----> $150.00 Recreation Fee--- -> $16.50 Investigation-- —> $0.00 Will Call--- > $15.00 TOTAL PERMIT FEES-----------> 515,561.19 Payments---- -- ---> s15,561.19 BALANCE DUE -> 50.00 •Rtw�.rR:��s.��i:w�.wxi�rririe:ie�r�,r�:tr��tR��:�»w+x�x::::wwr�iwx�w��ireewrxe�,v�ii�r,r��„ww�wrw�.::w:w»rr�,eexM+�+tr�wRxwv.:x�ww�.rw�rxxereiHre:x:w+y++n.ww+xw�::►:�rx�wrer:�r»+�.:w+�www,re 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 r 4 ��■.�� a R�i�n:��».r�s.eirrr��:xis�ww►waww,'ww�wx,'s.xxtth:�:rs.w�iie�e��:ewr►++wv.�x��„++ww�w:w�R►ws.txirrr�rei�ew:w�w,r,r��:�+:�::txxwwx::�w,rewe�xrwe�wx�w:::��s.:w�:�rrwei»rw+w�x+wwiv.waxx,rww� CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: 615-0408 Address: 1915 W GORE CREEK DR VAIL Owner: PONTE VEDRA(2008) LLC Location: f�fHffftl��ftt�Rt!}fH}tw?MMW�FWRf�t�RfRRM}f�fHf44R4tfffAffl�fRM1Zf�H�!l�ftfff111ffY4YYtffYfr/iYRMRRRMrf'f'41'Rffrll�fftfflVfNtftlMwwM1lfr4MYrMtlf4ilRRMf'4ffRf Vff�ft��NiNHw1fYRltflMRY'ROMHRt combination permit_012811 i 1 �awxaFV� � ...*.***...........*...**,..***.**..*,.**...*..****.*..*..*.*****.............*....*****...,,....*�*�.�***....*.�..,.*�*�*****...*.***...........*.*. REQUIRED INSPECTIONS AND STATUSES Permit#: B15-0408 Address: 1915 W GORE CREEK DR VAIL Owner: PONTE VEDRA(2008) LLC Location: **#ie****f7r*******R***************!e*fe**t**4***************R**�k1He*1r***************************************************************R******************** Item: 00010 BLDG-FOOTING Item: 00020 BLDG-Foundation/Steel Item: 00120 ELEC-Rough Item: 00200 MECH-Rough Item: 00210 PLMB-Underground Item: 00220 PLMB-Rough/D.W.V. Item: 00230 PLMB-Rough/Water Item: 00240 PLMB-Gas Piping Item: 00030 BLDG-Framing Item: 00050 BLDG-Insulation Item: 00060 BLDG-Sheetrock Nail Item: 00070 BLDG-Misc. Item: 00190 ELEC-Final Item: 00290 PLMB-Final Item: 00390 MECH-Final Item: 00090 BLDG-Final Item: 00542 PLAN-FINAL combination permit_012811 �� Department of Community Development � ' 75 South Frontage Road � 1 TOWN OF VAIL` � vaii,co s�ss� Tel:970-479-2128 www.vaiigov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm&sprinkler) Pro ect Stneet A,ddr+esst�ILG�-�F�.F., 7� — Project#: � � � ` C� !a 7�' t�i•� \ /��y � DRB# SJ� + �.��-% (Number) (Stneet) (Suite#j BuildinglCompiex Name: Building Permit#: ��_� ` C �t � Contractor Ir�f'ormation Lot#.X� Blodc# Subdivision: Business Name:e��L1� ��f`�7- ��IC�' � � /�� Work Class: New�) Addition� Alteration(� Business Address: �[ City��Pi�" State:�_Zip:��1�.3�Type of Buildin Single-Famity�) Duplex�j Multi-Family�) Contact Name: e,Gr. .� 1 Commercial� Other�j 1��( M�tL� Contad Phone:� � � Corrtact E-Mail: ork Type: Irrterior Q Exterior� Both• . I hereby acknowledge that I have read this application,filled out Valuation of in full the information required,wmpleted an accurate plot plan, Work tnduded Plans Induded Work and state that all the information as required is oorred. 1 agree to Electrical �Yes allo �Yes oNo �_ comply writh the information and ptot plan,to comply with all Town ordinances and state laws, and to build this structure according to Mechanical �Yes �No �Yes QNo��l� the town's zoning and subdivision codes, design review ap- y �A- proved,Intemational Building and Resider�tial Codes and other Plumbing �Yes QjNo �Yes �NoA�V�� ordinances of Town applicable thereto. • Building �Yes �No �Yes QNo � � ' Value of all work being performed: $,�j��Z1�_ Own / r`s�Representative Signature(Required) �vah�e based on�BC Section 109.3 81RC Section 108.3� Electrical Square Footage , C� Applicant Information Detailed Scope and Location of Work:�� Applicarrt Name: �l� �� .�01��14�w � �t�''��,� F►PPlicarrt Phone:�b �`_�,.�/"1�:J� (.t�� l.�!��_ �C��At.d f.� Applicarrt E-Mail: • a,C�C�� -'�.�t.S , �j S�`.1�t.t�.U��b �I Project Informa 'on �`�� n�t , �.' �ff'��'� ��•1�� Owne�Namp.: r. Lf"i�r�1.�r�, Parcel#: �=3v''��D� f„�.—Q!� �Zl)�� Gi� Lj.(�,��/�' (For Parcel�f,cor�d Eagle Cotmly Asaessors 01fice at(970-328-8640 w visit ��• ' www•�9iecouMY•us►PaHe1 (use additionat sheet if necessa►Y) For Office Dse On . ` � -' �- � � � ��' � Fee Paid: � ,�" � Date Rece�s� �; _ Reoeived From: � s �. � _ � ��. �jU` , cc: v��Mc ��cc� �aar�: �� ! 15 2015 i Autfi# !� - �`�W� �� v/��. , • . _.., .;...,,�..,_�.,.__ ...-.,_... . 12-Mar-2012 �. � � , V�� s�- Q a �_ 780 Simms Street Suite 104 AEROb10LOC�y LA�70RATORy Golden,CO,80401 AS50CIATES,INCORPORATED 3032323746 O� � Certificate of Analysis www aero6ioloav nct DS I�:ncironmental Con,ul�ing �� DateCollecfed: 07/21/15 12477 W.Cedar Dr.,Suite 101 � Date Received: 07/22/15 Lakewood,CO 80228 Date Analyzed: 07/23/15 David Sinkbeil NV1.AP Lab Code 20os50-o Date Reported: 07/23/15 Clieat Pro�ect Natne: i 91�Vd.Gore Creek Dr.Vail Pcoject ID: 130�5358 Job ID: General Notes ♦ ND indicates no asbestos was detected;the method detection limit is 1%. ♦ Trace or"<l"indicates asbestos was identified in the sample,but the concentration is less than 1%. ♦ All regulated asbestos minerals(i.e.chrysotile,amosite,crocidolite,anthophyllite,tremolite,and actinolite)were sought in every layer of each sample,but only those asbestos minerals detected aze listed.Amosite is the common name for the asbestiform variety of the minerals cummingtonite and grunerite. CrocidoliYe is the common name used for the as6estiform variety of the minerai riebeckite. ♦ 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,more sensitive analytical methods(e.g.TEM,SEM,and XRD)are recommended if greater certainty about asbestos content is required. Semi-quantitative bulk TEM floor tiie analysis is accepted under NESHAP regulations. ♦ These resulu are submitted pursuant to Aerobiology Laboratory Associates,Inc.'s current terms and condiuons of sale,including the company's standard warranty and limitation of liability provisions. No responsibility or liabiliTy is assumed for the man�er in which the results are used or interpreted. ♦ Unless notified in writing to return the samples covered by this report,Aerobiology Laboratory Associates,Inc.will store the samples for a minimum period of thirty(30)days before discazding. A shipping and handling charge will be assessed for the retum of any samples. ♦ Aerobiology does not guazantee the results of tape lifts,microvacs,wipe,and/or debris samples. Accurate analysis cannot be performed due to particle size,media used,and/or amount of material given. Analysis of these materials should be preformed by a TEM. A resuU of ND does not indicate tkat the snmple area does not contain asbestos. lt means the analyst could not identify asbestos in 1he speciJic sample jor the reasons listed above. Notes Reauired bv NVLAP ♦ This report must not be used by the client to claim product ceRification,approval,or endorsement by NVLAP,NIST,or any agency of the Federal Govemment. ♦ This test report relates only to the items tested or calibrated. ♦ This report is not valid unless it bears the name of a NVLAP-approved signatory. ♦ Any reproduction of this dceument must include the eniire dceument in order for the repori to be valid. Page 3 of 3 780 Simms Strcet, Suite 104,Golden,CO,80401,303232.3746 � • ' �so s�:so-�� Suite 104 AEROb10LOCiy I.AbOl2ATORY Golden.00,80401 ASSOCWTES,INCORPORA7E0 3032323746 � � Certificate of Analysis '"'"'"e�`°h°�""�"�' ClientName I)SI:m�:onmt�malComuhmu ��% DateCollec[ed: 07/21/15 Streetaddress I_177 W.Ceda�Dc..Surte 101 � DateReceived: 07/22/15 City,Stare ZIP Lakewood.CO 80228 Date Analyzed: 0723/15 qtip: Da��idSinkbeil N��Aplab�ode 2008Ga-o DateReported: 07/23/15 ClimtPrqeetName: 1��15V1�Go�e('�cc6.Dr_A�:nl ProjeatID: 15015358 ]ob ID: Test R¢quesfed: 3002,Asbeston m Bolk Samples Method: Polarved Light Miaoscopy/Dispersion Staining(PLM),Method for the Determination of Asbestos in Bulk Building Materials.EPA-600/R-93/116,7uly 1993. Samplelda�tification HO"1O" �y� Non-Asbestos Non-Fibrous Matrix Physical Description of Sampte/Cayer �1BO16 Percenhge �� Percentage Fiber Material Ma[erial Client Lab k Number (Y� Percenta e Percen e Com sition 15015358-1A White Texture w/White Paint N 2% ND 100 C DWI-1 1501535&1B White/I'anDrywall N 98% ND IS 85 G 1501535&2A White Texlure w/White Paint N 30% ND 1� C DW I-2 15015358-26 White/Can Drywatl N 70% ND l5 85 G 15015358-3A White Text�¢e w/White Paint N 30% ND 100 C DW1-3 150153583B White/fan Drywall N 70% ND 15 85 G 15015358-4A White G�andar Plaster N 50% ND 100 C,Q STUCI-1 15015358-4B Gray Caanula*Plaster N 50% ND 15 85 C,Q 1501535&SA Gray Granular Plasta N 20% ND IS 85 C,Q STUCI-2 15015358-56 White Grander Plaster N SO% ND 100 C,Q A=Amosite Q=Quartz P=Perlite AC=Actinolite C=Carbonates B=Binder `��N� AN°Mthophyllite G=Crypsum TkDiawms � CHRY�hrysotik M=Mica ,/��o�.r,,,,�- p� CR=Croc�dolite T=Tar � TR=Tranolite N'IR=Non-Asbestiform TR — �� R� Trac�Less'Ihan 1% NAC=N�-Asbestifortn AC ��e��,p��yyK psbestos Isboratory Supervisor ND=None Detecled Peae 7 of 3 780 Simms Slleet,Suite 104,Goldrn.,CQ 80401,3032323746 ,....�._�I ' —..�IlAi6lYili1W11�MW1iM7YY111111111fIMWiqiIllNllil�.. . . . . . ... . : . f t n 780 Smims Streel Stite 104 faEROb10LOC�y LAbORATOiZY GoMIrn,C0,80401 ASSOCl47ES,INCORL'ORATE� 303132.3746 �',,,.t � Certiffcate of Analysis 7°0°°°'�'•°� ClientName USEmironmentalConsulting ��9 DateCollected: 09/21/15 SVeel address 12477 W.Cedar Dr.,Swre 101 � Date Received: 0722/15 City,State Z[P lakewood,CO 80228 Date Malyzed: 07/23/15 AtN: DacidSinkbeil NVLAPIabCode 2008G0-0 DateReported: 07@3/15 ClientProjectName: I��L U� Gore(��ee1.Dr_Au�l ProjectID: 15015358 Job ID: Test Requeated: 3002,Aibatos e Bulk Sampla Method: Polarized Light Microscopy/Dispersion Staining(P1M),Method for the Detemunation of Asbestos in Bulk Building Materials.EPA-600/R-93/1 I6,July 1993. Huow- Non-Asbestos Non-Fibrous Mztrix Sample IdaKification Physical D�cription of SampWieyer Senaous �Y� Rsbestos Detected Asb�tas Percentage Fiber Meter+al Ma�xial Client Lab le Number (YM) Pef�°�ge Percenta e Percenta e Com sition 15015358-6A Gray Granular Plaster N 25% ND 15 85 C,Q STUCI-3 15015358fiB White Gianular Plaster N 75% ND 100 C,Q A=Amosite Q=Quat� P=Perlite AC=Actinolite C=Carbonates B=Binder `�/�_ AN=Amhophyllite G=Crypsum I�Diatoms // n � CfIRY�hrysolile M=Miw L�...,d_ � o� CR=Crocidohte T=Tar /..��••cn,�v TR=Tremolite NTR=Non-Asbestiform TR ' C � To�n on Tiac��Less'llian 1% NAC=Non-Asbestiform AC Iaboratory Malyst Asbesdu I�borarory Supervisor NlkNoce Delected Page 2 of 3 780 Simms Sheet,Suite 104,Golden,CO,80401 , Edwards Etectr�c, Inc. ��S-�6��,�- . Power to the Vail Valley Biity Graves Electridan 0027 Tames Creek Edwards,Colorado 81632 970-904-0228 Biilygraves@cerrturytei.net OWNER L�'ZZ��f-� I��S A D D R E 5 S: �� ' N``��E �—�Z�K— LtGHTING LOAD Art 220 - 3(a) Ta�al squars foo�o�h�e�9�: -��s'�� 3 watts per sqft= ��uvatts Art. 220 - 16(a) Two sm�app�anoe�� 15U0 viratfs each: 2 �1500 watts each= 300�watts � 1500 watts each=�'��w�s Art. 220 - 16(a) Add'�ional sma��ance draats�ch: L— @ ( 1500 watts = i� watts Art. 220 - 9 6(b) L.at�rY pra�t(washin9 m��1500 watls ea + CQ3 LigMing Load SuMotal= ��, ��watts 1 T� �0 - 11 Flrst 3000 watts of Gghbng bad subbotal: ,,,,�TQ �100%_ � �� . Remair�firom 3001 to 120,000 watts: �3,T_ � 35�b= ';��•'� �ths - � Z5%_ � Remainder ov�120,000 watts: _ . LtGiiT1NG LOAD TOTAL=�� pPPL1ANCE LOAD Y� X spp w�_ (Z.C`U watts qrt. 220 - 17 Disposal: �Aicr�vave: r� X 1500 watts= 3G'�G� `�'� � �� y�,S� �watts Compador. _� X �zoo wans=. � �c G� w�s D;shwa�her -� t : X � �,�_ �_watts Food Center- - X �� watts X watts= �watts � ��s� _ ..G°L� "rattss p,ppLIANCE TOTAL �,. n`, 1�� _ :�� watts /�. �� ' �7 ��'dflOe SU�: �.��=L _ � X [Less than 4 urrits�1009b;4 or more uniis�75%I ,- Page 2 OWNER: �Z Z/��=�� k�-E� � • _ ' ��-- 7 � A D D R E S S: ��I � U� • '^-�,�4� l..-� EtECTRIC CLOTHES DRYER Art. 220 - 18 5000 wafts OR nam�late rat�g:I V�ever is lerger] DRYER TOTAL= ��C? watks ' WA7ER HEATER (ifeledric) C-�S Att 220 - 3(b) Q IVamepla�e rdfing: WATER HEATER LOAD=�watis HOUSEHOLD COOKlNG EQUIPMENT Table Z20 - 19 Coolti�9 UniCs-Indudes ranges.w�r�ted avens.cour�tertoP ura4s,and o�r household woidng units. Number of Uniiss- . 8.000 watts: �ONE unit use �� lW0 units use 11,000 watts: � '� THREE ur�ts� 14.000 watts: FOt1R units t�se 17,000 watls: FNE tmiCs t�e 20.�0 wat�s: COOIqNG TOTAL= .1�� SPACE HEATING / AIR CONDITIONING f _�__ watts X 125% _ `�` �� Art. 220 - 4(a) Air c�nditia�t rr�neplatie�atin9 I�12596]: t ' Art 220 - 21 OR i��l Art. 220 - 15 Electric h�t nameplate ratin9 �Q 10096]: HEAT PUMP � � Art ?20 - Ma) ��[�12596): -watts X 125% _�� Art 440 - 33 � AR 220 - 15 Su�emeMary t�t(r�a►�ce?i��l� � waits X 100% _ - waas � ADDITIONAL HVAC EQUIPMENT � units or AlCs:> (�!' ' watts X 100% _�,watts Art. 440 - 33 Cond�9 t SPACE HEATIN(�/A1R CONDI'f ION�TOTAL= ' � �s' '" . Page 3 O W N E R: ��ZZr� �� lGt � � � 1 C-s��'c`L- (- �L�L'. ADDRESS: `" � QPTIONAL EQUIPMENT � Art 220 - 3(b) SWIMMING POOL and/or SPA> � Art. 430 - 24 Largest motor nameplate: ` ' watts X 125% = watts Remaining moto�(s)nameplate{s): watts X 100°k =�Watts � �f Lights and ather misc.equipment: watts X 100% _ (�` �� POOUSPA TOTAL= W►atts Art. 220 - 3(b) WElDERS,KILNS,ETC. 1, Name or description of equipment: (d1 rated nameplate: �'� watts X 1�°k =_�,watts 2. Name or desaiption of equipment: . @ rated nameplate: watts X 400% _�� 3. Name or description of equipment: �rated nameplate: �"'et�' X �!DO% _ '"a� MISCELLANEOUS EQUIPMENT TOTAL=�� TOTAL DEMAND ON SYSTEM Art 220 - 10 Sum of all totats: UGHTING LOAD TOTAL= ��"`Wa� APPLIANCE TOTAL= �j�C�watts DRYER TOTAL= ��C� �� WATER HEATER TO'fAL= �� COOKING TOTAL= �watts SPACE HEATiNG/AIR CONDITlONINC�TOTAL= � �� POOVSPA TOTAL= �watts MISCELLANEOUS EQUIPMENT TOTAL= �W&� TOTAL IOAD FOR DWELIING= r�� IoZWa� � � ' � Page 4 � ,� . O W N E R: �f ZZ�'l �-'�� -. A D D R E S S: � l� �V � l.�`��Lr�- L. IL�K�- MAIN SERVICE SIZING J Art. 220 - 2 TOTALLOAD `��'i,,,�I� D{NlDEDBY: ��D vdfs = /�� Amps [PIOTE:�ar 120240 Valt systems use 240 v�ils;fa'120/208 Vdt systems use 208 votts� ��l SY��1C� ��C�l a-- � MINIMUM SERVICE SIZE "�� ,4rt 220 - 10 - T� 310 - i6 S�� EP(TRANCE CONDUCTORS�_A1NG.Cu..________.AWG.AI. Table 250 - 94 CROUNDING ELECTRODE CONDUCTOR AWG CoPPer ppTIpMAL CALCULATION FOR DWEWNG UNIT Table 220 - 30 10U%oF tlte mamePlate�►►9�5)of the air t�nditia►►in9 � 100°A�a�f tl�e fitst 10 kVA of�other bad _watts 4096 aF the remainder af�other bad �� ' - T�TAi.OPTIONAL.l.OAD�,_watts DMDED BY: � - �ps AR 220 - 2 TOTAL OPTIONAL LOAD: �208 vdt.s] [NOTE:For 1201240 Vok systems use 2'a vo�s��1201208 Voit systems qrt. 220 - 10 MINIAAUM SERViCE SIZE �� Table 310 - 76 SERVICE ENTRANCE C�NDUCTORS AWG.Cu, AW6,Rl. GROUNDING ELECTRODE CONDUCTOR AWG Coppei Tabte 250 - 94 — R�6/24JO:i -, * '� �" � �� ADDITION -1.00 NOT_CONDITIONED SPACE ONLY SINGLE_FAMILY Colorado Eagle Lazzara Remodel 1915 West Gore Creek Dr. Vail Colorado 81657 UNHEATED_SLAB_ON GRADE 0.00 3 Unheated Slab-On-Grade Floor 0.00 28.000 OPAQUE_DOOR 2 Solid Door 0.000000 UNSPECIFIED_REL ORIENTATION 21.000 DOUBLE PANE LOWE GLASS GLAZING MAT VINYL 0.000000 0.0 0.0 0.0 1 Vinyl Frame,2 Pane w/Low-E Window 0.290000 UNSPECIFIED_REL_ORIENTATION 195.000 _ OS IECC2012 UA 19.0.0 PRl IECC2012_R 103.1_103.2 ENVELOPE SATISFIED FO 1 IECC20 l 2_R_402.1.1 ENVELOPE NOT_SATISFIED F02 IECC2012_R 303.2 402.2.9 ENVELOPE SATISFIED F03 IECC2012_R 402.1.1 ENVELOPE NOT_SATISFIED FOl l IECC2012_R 303.2.1 ENVELOPE SATISFIED FRl IECC2012_R 402.1.1 402.3.4 ENVELOPE NOT_SATISFIED FR2 IECC2012_R 402.1.1_402.3.1 402.3.3 402.3.6 402.5 EN VELOPE NOT_SATISFIED FR4 IECC2012_R 303.13 ENVELOPE SATISFIED FR23 IECC2012_R 402.4.1.1 ENVELOPE SATISFIED FR20 IECC2012_R 402.4.3 ENVELOPE SATISFIED FRl6 IECC2012_R 402.4.4 ENVELOPE SATISFIED FRi9 IECC2012_R 403.5 ENVELOPE SATISFIED IN13 IECC2012_R 303.1 ENVELOPE SATISFIED FI3 IECC2012_R 402.2.4 ENVELOPE SATISFIED FI17 IECC2012_R 402.4.1.2 ENVELOPE SATISFIED FI7 lECC2012_R 401.3 ENVELOPE SATISFIED PR3 IECC2012_R_103.1_103.2_403.7 SYSTEMS SATISFIED PR2 IECC2012_R 302.1 403.6 SYSTEMS SATISFIED F012 IECC2012_R 403.8 SYSTEMS F012 IECC2012_R 403.8Exceptionl EXCEPTION FRl2 IECC2012_R 403.2.1 SYSTEMS SATISFIED FR13 IECC2012_R 403.2.2 SYSTEMS SATISFIED FR15 IECC2012_R 403.2.3 SYSTEMS SATISFIED FR17 IECC2012_R 4033 SYSTEMS SATISFIED FR24 IECC2012_R 403.3.1 SYSTEMS SATISFIED FR l 8 IECC2012_R_403.42 SYSTEMS SATISFIED FI4 IECC2412_R 403.2.2 SYSTEMS SATISFIED FI24 IECC2012_R 403.2.21 SYSTEMS SATISFIED FI9 IECC2012_R 403.1.1 SYSTEMS SATISFIED FI10 IECC2012 R_403.1.2 SYSTEMS FI10 IECC2012_R 403.1.2Exceptionl EXCEPTION FIll IECC2012_R 403.4.1 SYSTEMS SATISFIED FI25 IECC2012_R 403.51 SYSTEMS FI25 lECC2012 R 403.S.lExceptionl EXCEPTION s FI6 IECC2012_R 404.1 SYSTEMS F16 IECC2012_R 404.lExceptionl EXCEPTION FI23 IECC2012_R 404.1.1 SYSTEMS FI23 IECC2012_R 404.1.lExceptionl EXCEPTION FI18 IECC2012_R 303.3 SYSTEMS SATISFIED