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CR�Wi�� /�� /��ts �#� !�/��'�� NiIIVICl/�1��. ��✓�`�',�s", �tg7 �-,r'1�,K � ,�,;�� /A��L , CoLo Ri�bO ��-�? c� .1��° ,-°,°° -� .�,c� 11 1 � U't''2+� � ��° � � �'�% � ! - .i � ' �� ;i \�/ ' ` S/s'` �-- 16��rr�� 7 f,, � + � `7'a'e�, � � $�� /l I � !� ir'/p�/� � �, � �- �- — � , " / x �--.-¢�—S�""`��--�/� �5 �'� �'� � , � � � � -�----- � 0-� T � � k4•, - �� f �;� , : ��r�T�� .- ��s � � � �°�.:._ � °-,. � ^�� r - � _ � �� . � � � � �� ..,,� � , �;o-� _ � M1 � --�� ------ ��`�-- � (g,�cFc +�� .�� Su��`f�� cu�� w��N ��} -� �°� ��3.�.��i ��ST.�.�� .� J�T�� ;� � � �'� '%! .- � _ � la � � � "` i ,. � , � ;s _�;, .. _,. _ � i y'�'`—�� ' �,�� ; I�� r� � ; jo'r1! ;', i ,,r,�__e.._._..�_.�_�._______------��ro�' � 3 ! .Z�E!%��A?�Ci� �L��`.�� t� ��,�=., �,�fd.�-1� il.�%r�� l�.,.�-��. r�"�"r,�°�!% +�--r � i � � ; � � � ��,�� 7 r�� %t�'�'" e � � �_ �� q>, I,� . - . �. �La�. i X* �V��V�ED F(�� C�� - ��llP!��'�� ::��te: �-��--�sf _,_�_� �y: vode: _ _ s�✓p��'��' �"L�� ,��:�.��1 Ge� Lc�°� �v�i� �w:�k'�� ,c��'- s�'��°� �, �,��.�._.�� Se�t-�c� �� = '� L � �° °�zr�`��.s,��?� �d/��.�''�' �,�,r �:��' ��.$� C'�1� �1/� ; ��., �l��I.S �JE �!€A�t�� ''1��I��+�+� �� 4-� 8�� ' � :�� v�-�L� �rsLC�� ,��- 2��. t!- t �,� �f � '�' "`f-u �7�a,}•_,;�,�y��r- �`� /��` � a ; ; { i � ! 6a ��3�`� ky 9 � �. � � � ,~ � i--7 �� ., � �-----F �-i� >j � V�� ✓' Y° ��n�� , ,. , � � �� -- .� �.� -- -- - - 'C''J C -;- _�� r� i " _ ` r'� �� ' �� ; J,,%�,'� {v'A L:� �✓ . i � �� ; � ; t�� r r �3' I b%y`i2 �.Ga� ' ,' E ` <�� f �': w� i � � ? ' �j ��; �Z` ic.ss� ; � �� ?/g ��';��;�� ' 'f� � �i ,k �� `_ � `�; ' io5 � �� .. � % �� _______�_________ � X�X � �- ; \� ( ,,�_ ,�1.`�/t��a.-"s��- ! �.?:y F',s iR��2 �'.i.r� ��' ,__-._._��._� �s �/1�7.aJ~.S 6 i � �/ i _ �.. .._.__ '_° "� —' 6 •; � �.__� ;. i , ° �`�.� � N�y P/IS' , �;_ ��--_ �` . �� -6,._�,._$ - -�- - [ �_.--�� } � , I � , � SN ro s > . ( � � f I j �` �� . - - E - -�- I a � (I 5�',�%0.5�,-�- /rl�-�!-/U`- �-lU�- -��'!-1d.� M -/o- �-/D'� .-j„`'- ! I a ,,--,. ° � r . _ !'_, I t%Z � r $/' Ci2i� %i,�'c. .�e" i"_.sf.*�",<,?. i''�.� k�i"`� /"_ �`�j; I }:✓� � ;,,/ , � v v i � :�,/d ..i t� Fi,a`,a � .� a� � � I _. ___�_.___� Y�. ' __.�� / { _d _��_�. �. . , - � - _._,o�- - �� v��w � � ;r E: ��-- �� ' �� ' �:��N�� Uf rf�li ��VIEVV�D FOF� �C�� G�MPLIAfV�� ate: . . ��i ��r� _ `��: �l i �/�'�W � NO�'�� : � s 7°Ai,�U ��'✓b� ffffi✓��t4�'�� sl-f.4[[_L e°rYt�G y' � wrrH Tf�� s��1��"S�i�i4L ��+�'�-�3��:��° �:�� 2) �r��6;��G_�s�, o�v ��,��L.s A-�� sr.�-�� e.zs�RS �t-�.��L N�� A��,. r�� n,��.�� i �� ,4 1`'�� S'P/��,��. �3) H/a/i/1�Re9�� I-�E��-�T sN.4G� 1g� 3�f' ��°� ,� ��,�,° ��. ��c�> '�z"f i �� '°�r��, ��r�<��cL. �/2��,s TtlE �E�t�"�� csa�i'�d/►�j:��.`�+��t.� [a►A/�'�i �7 5t� � ��.�3�a� ��,�� Dr�:.�� v�� , �UZO�.��e� �°'r�� nFSIGN CRITERIA• �ROWTHER RENODEL JOB �:1502-1G Floor Live Load ---------- ---------------------- 40 psf Floor Dead Load ------------------------------------ 15 psf IBC/IRC Edition ------------------------------------ 2012 Per IBC 3403.4, fateral load elements may remain unaltered since the alterations to the structure do not increase the demand—to—capacity ratio by more than 10q spEr.lAL INSPECTIONS: • a. No special structural inspections are required. Periodic observations of construction by the structurai engineer are not considered to be special inspections. � �� 0� �:u ► 0 a. Except where noted otherwise, oll 2" nominal lumber, except studs, shali be Douglas Fir—Larch #2 and better, and all solid timber beams and posts 3° nominal and wider shall be Douglas Fir—Larch #2. b. Studs shali be Stud grade and better pougtas Fir—Larch or Hem Fir. c. Built—up posts shall consist of Douglas Fir—Larch or Hem Fir �2 or better 2x4 or 2x6 studs per plan and shall be nailed together with 2 rows of 16d nails � 6" on center along each stud. d. Except as noted otherwise, minimum nailing shall be provided as specified in the "Fastening Schedule" in 2012 IBC Table 2304.9.1. e. Laminated veneer �umber (LVL) shall be 1�'s" wide and have the foilowing minimum properties: 1. Flexural stress --------------------------- 2600 psi 2. Modulus of elosticity ----------------------- ��900,000 psi 3. Tension porallei to grain --------------------- 1850 psi 4. Compression parallel to grain ----------------- 2310 psi 5. Compression perpendicular to grain (parallel to glue line) 750 psi 6. Horizontal shear ------------------------- 285 psi 7. Connection of muitiple—member beams: A. Side—loaded beoms i) For four member beams, bolt through with 2 rows of t/2" diameter bolts at 12" o.c. f. Framing Notes: 1. Floor Construction: A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, exposure 1. Glue ond nail panels to oll supports with Sd nails spaced at 6" along panel edges and at 12" afong intermediate supports. Install sheathing with long dimension perpendicular to joists and end joints staggered. GENERAL REQUIREMENTS: a. : c. C.! e. Structural erection a�d bracing: The structuroi drawings illustrate the completed structure with ail elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required. Construction practices: General contractor is responsible for means, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanicol/electrical/plumbing penetrations through structural elements with structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods used for construction sholl be in accordance with the latest editions of the IBC/IRC. It is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observation visits. Observotion visits to the jobsite by the engineer are for determination of general conformance with the construction documents and shail not be construed as inspection. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Reiease of these dr�wings anticipates cooperation and con�inued communication between the controctor, orchitect and engineer to provide the best possible structure. These drawings have been prepared for the use of o qualified contractor experienced in the construction techniques ond systems depicted. Existing structures: Contractor shall be responsibls for verifying dimensions, elevations, framing, foundotion and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. 05/13/15 �_,� �";% l i%.:l/_�7.:%//l:`''l.i «'_:7 � ./;�. /. i �i E I i , � ! i ! ' � : , i i � I i � j � i � � i I ',: j ` J i 1 � i j ;j ' i ` 1 : f N)� 2x�'s�� 2"j O.C. (N) 2x8 LEDGER w/� (3)—LEDGERLOK SCREWS � 16" O.C. INTO (E) STUDS, TYP. (N) SIMPSON LUS28, TYP. OR SIMPSON LUS46 FOR LVL's -F� i� ��,i ��\�1 ��_J � > � J � � � � x M I � � � 'LJ ^ ��'J �' ��J\�� sr O,p __...._.__ ...._........... >;>/i /;l'.'/<'.l:�,1;/1.:1 /_ i/:::: . ::/:7%�. % � % ; ' ; � `(N) SIMPSON LUS28, � TYP. f % . . `�". `'� 1 % . . . . .��4f't s ;� � . . � � .��` � . ; � ' ' — � Pi . � i: 1 % / �. f . ! ! ?'� r ,(N) ;SIMP;SON ,HH4,� ;(EA.: END) / / i � U O � o � � N r m > � � � I ��/_'(6' �i:.=-� (E) EXT. WALL �. _..........._ ...... . .....__..... ............................ LO FT FR AM I N G P LA N SCALE: 1/4�� - ,�-o�• PLAN NOTES FOR NEW FRAMING: 1. EXISTING INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: NEW POSTS BELOW (ORIGINATiNG FROM THIS LEVEL OR ABOVE) ARE INDICATED: EXISTING POSTS BELOW (ORIGINATiNG FROM THIS LEVEL OR ABOVE) ARE INDiCATED:� 2. ALL POSTS ARE LABELED AT THE TOP. �� 1,�\�. � � � � � j IJ � I� J� Ji � `. Z � � O� `L+� i�' / � �1 �� 3. NEW FLOOR SHEATHING IS �" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. 4. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) iS INDICATED THUS ( ). o .s,� � °t d� �� z o �� a ;� c J � � �� Z � � c°� ' �R � ` �s 'o m 8 �? d� • d> � CA a H � w � W � � � Ac� � � a0 A-i � o A O i� � W o c' p �„� � � U � � E � d � � � 7 � � tt� � w F a�y�,�a ey urrr ��yy NJR chedad by TDH �� PERMIT 05/13/15 �n.�t S� 1 JOB 1502-70 � 0 M�� . �� ` '�'`�"`.�/�� 2�1� �c�: %��= �� ,O i �� r�-��%�t:� � /C��5�� L �r 7� L �I��"L �� -��,�� - G'L�,�� `t��it/�o �� al� :��V1�1nlED FOi� �Q�� ;"�NiPL.l�4r.,�`� ?�t@ � . , , � /�, � _�_-- �1 ___�.,_---- `�f: �-� �._�_._.z�. ��. � � �r��- t GR�u�r�� l��a�� .�I�s �� `!'��t��'� ��`/tiiSjal�.a-�t&�� '�� ++�.K �e�'� ��;-�i� ��-�- 3 ��;�� d i l��7 5 �:��' `�i� �"" i NOTE: TH/S PERMIT MUST BE POSTED ON JOBS/TE AT ALL T/MES : ��r��,=. 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 #: B15-0301 Project #: PRJ15-0406 Job Address: 5197 BLACK GORE DR VAIL Applied.....: 08/14/2015 Location......: Heather of Vail Unit B-7 Issued. . . : 09/01/2015 Parcel No....: 209918213016 OWNER CROWTHER, DAVID & KARIN 08/14/2015 9177 UTE DRIVE GOLDEN CO 80403 APPLICANT BZ CONSTRUCTION 08/14/2015 Phone: 970-904-5209 BRIAN ZAIKIS PO BOX 2728 VAI L CO 81658 CONTRACTOR BZ CONSTRUCTION LLC 08/14/2015 Phone: 970-904-5209 BRIAN ZAIKIS PO BOX 2728 VAI L CO 81658 License: C000003388 Description: addition of loft space above kitchen and bedroom for storage use, addition of stairs to new loft area, new kitchen cabinets,wood floor living/dining Occupancy: R-2 Type Construction: VA Valuation: $12,900.00 ..............,,,____._.._.__.....,......,.,,.._......,..,......................,., FEE SUMMARY ......,.,,........................,........»...........«.,.........,........... Building Permit-----------> $223.25 Bldg Plan Check----------> $145.11 Use Tax Fee-----------------------> $58.00 Electrical Permit---------> $86.25 Elec Plan Check-----------> $56.06 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $0.00 Mech Plan Check---------> $0.00 Additional Fees--------------------> $0.00 Plumbing Permit--------> $15.00 Plmb Plan Check---------> $3.75 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $15.00 TOTAL PERMIT FEES--------------> $602.42 Payments-------------------------------> 5602.42 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 , � • ��V�� i ..•..........xxxx w�w w.xxxxxx��s.��xx+.x+.+.+xwv.www.,....rr.,r,.,r,rrrrr,r,e,r+ex+xxw:rxx..�x.wxarxxxxx+.++��xw�w+,.+.,ewrrwww,r,r,r...+x.+e.xwxw.wxs.s.ww��s.s.v.w.,.w,eew.,r,r,rw.x�.x�+.+.r+.xxirrv.,.,.w,r.xw.rrr�w�r.+.+.�.• CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: 615-0301 Address: 5197 BLACK GORE DR VAIL Owner: CROWTHER, DAVID & KARIN Location: Heather of Vail Unit B-7 ............................xx...,,..,.....,..,........,..,............,...,......,.,.,............,..,.....................,,....,,,,...............................,..........,.... combination permit_012811 t � 1 V��LS 1iJiiJ , •*+*rr,rrrrrr,rr*,r,r,r*************+*+*+r**rrr,rrrrr*r*,+***««*,r,rx*****,r**r*r******,r****************��**,r*rr******w***w*w�***r,t**«*«r:*,r*w,en,trrrr*****a*,r*r* REQUIRED INSPECTIONS AND STATUSES Permit#: 615-0301 Address: 5197 BLACK GORE DR VAIL Owner: CROWTHER, DAVID & KARIN Location: Heather of Vail Unit B-7 ***.******.******«*******«««««„******,******«««***********„*««*«««*„******,.**�*************«*******„******�********«„**«**«****.****«««*«**«***�***** Item: 00120 ELEC-Rough Item: 00220 PLMB-Rough/D.W.V. Item: 00230 PLMB-Rough/Water 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: 00090 BLDG-Final combination permit_012811 Department of Community Development 75 South Frontage Road TOWN UF VAIL' va�i, co s�ss� Tel: 970-479-2139 www.vailgov.com BUILDING PERMITAPPLICATION (Separate applications are required for alarm &sprinkler) ' Project Street Address: � Project#: � � � d v`U� ! ��_ ��a� �� Qr 3 3 � DRB#: ` SO (Number) (Street) (Suite#) ! Building/Complex Name: ��,�/ � �- ��I Building Permit#: ��.� f�� ` �Contractor Information Lot#: Block# Subdivision: Business Name: �,� v�,� L� ---- -----_---------- Business Address: �,p, (�,,x �7�� Work Class: New( ) Addition ( ) Alteration (9`' ) - , : . : ��tY�� State:�_Zip: �l�S � �Type of Building: . � Single-Family( ) Duplex( ) Multi-Family(,�) Contact Name: �� c.�� ; , Commercial ( ) Other( ) Contact Phone: �7r� �OC( s�pc1 _ . __ _, . - ^ _.�.. Work Type: Interior(�) Exterior( ) Both( ) Contact E-Mail: Z.O" � (a� � �4�-� .,v� ..______.___._...__... I hereby acknowledge that I have read this application,filled out Valuation of in full the information required,completed an accurate plot plan, �Nork Included Plans tncluded Work and state that all the information as required is correct. I agree to 'Electrical (�Yes ( )No (�Yes ( )No $SQ,n° comply with the information and plot plan,to comply with all Town ! ordinances and state laws, and to build this structure according to 'Mechanical OYes (�No OYes (�No O the town's zoning and subdivision codes, design review ap- proved,Intemational Building and Residential Codes and other �Plumbing (pC�Yes ONo OYes (De)No �SG.otJ ordinances of the Town applicable thereto. �Building (�Yes ( )No ( )Yes (oUNo I 1 ��U,cr> . ______ ___________ _._.. _ — ..__...._...._.__ _ X �Value of all work being performed: $ 1,`��C�p a v� �;(value based on IBC Section 109.3&IRC Section 108.3� 'Owner/Owner's Representative Signature(Required) 'i Electrical Square Footage �c,(n �Applicant Information � � j Detailed Scope and Location of Work: '�d p Applicant Name: �t�c.,,. ��C,e S t 1 S � c� i� ,oG � a u �_w� � 6 Applicant Phone: �7U �O�l �`� ';I�� S�i'as:.r v S C 1 �dd��+c p� `S 1-4�y[,e� Applicant E-Mail:_��5 �� Covtic�c�� ,E'i1 j � l�e,,� �n�-�- are� V�r� I��c.�e.� Project Informatio � ` � �T �. � r_ .�G- • 1 tldf�i /1c � � �vb ownerName: �� Q ((�„r�n Ufow�'e.� Parcel#: �q9 �`(��, [�O t�, (For Parcel#,contact Eagle CounTy Assessors O�ce at(970-328-8640 or visit www.eaglecou nty.us/patie) ` (use additional sheet if necessary) For Office Use Only: Fee Paid: �� •O� __ _ _ __.... Received From: Date Received D �. �....�_Q � � Cash Check# CC: Visa/MC Last 4 CC# exp date: AUG ]. 4 ZO�S Auth# TOWN OF VAIL zo -o9oi � , . ( 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. V�Ihen is asbestos testing required7 ANY building projects disturbing more than these threshold levels of building materials require asbestos testing: One- and Two-Family Dweflings: 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. Tests which identify POSITIVE results at more than 1% require abatement by a State-certified abatement contractor. Project Checklist My project falls into the category checked below: � Will not disturb more than the threshold limits identified above. � Tested negative, or at 1% or below (1 copies of test results included) � Tested positive at more than 1%, requires abatement (1 copies of test results included) Tips&Facts: • Even recent construction projects may include asbestos-containing materials, so buildings of�age require testing. • The "1989 Ban" on asbestos-containing materials is commonly misunderstood. "In fact, in 1991 the U.S. Fifth Circuit Court of Appeals vacated much of the so-called "Asbestos Ban and Phaseout" rule and remanded it to the EPA. Thus, much of the original 1989 EPA ban on the U.S. manufacturing, importation, processing, or distribution in commerce of many asbestos-containing product categories was set aside and did not take effect." - CDPHE State of Colorado Contact: Colorado Department of Public Health and Environment Asbestos Compliance Assistance Group 303-692-3158 asbestos@state.co.us www.cd phe.state.co.us 2013-Feb O1 Design Rer�iew Board . ACTION F�RM � � Depa•t�rn: o-��i�n��n'h► De:�cicp�ie�t �jjj�j(�� ' 75 Sc.._h =•-on:a�e �ca�. V�aiL Co o=aco 81657 �1� �Ij te : 47�.479.213� fax: 9?�.�F9.2-�2 . � •raeb: .ti°�nv�..ail�c.•.cor� Project Name: Addition DRB Number: DR6150334 Project Description: Addition of 114 sqft GRFA Partiapa�s: OWNER CROWTHER, DAVID&KARIN 08/03/2015 9177 UTE DRIVE GOLDEN CO 80403 APPLICANT BZ CONSTRUCTION 08/03/2015 Phone: 970-904-5209 BRIAN ZAIIQS PO BOX 2728 VAIL CO 81658 Project Address: 5197 BLACK GORE DR VAIL Location: Heather of Vail Unit B-7 Legal Descripdon: Lot: Blodc: 13 Subdivision: HEATHER OF VAIL CONDO Parcel Number: 2099-182-1301-6 Comments: Please see below. BOARD/STAFF ACTION Motion By: Action: STAFFAPP �BY� V�e� Date of Approval: 08/11/2015 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval dces not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to ti�e Vail Town Code,Chapter 12-3-3: APPEALS. Cond: 202 (PLAN): Approval of this project shall lapse and become void one(i)year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: Jonathan Spence DRB Fee Paid: $300.00 Load Calculation Heathers Unit B7 Vail,CO ', General Lighting and Receptacle Demand Load: , 1300 sq. ft. x 3VA= 3900 1,500 VA x 2= 3000 1,500 VA x 1 = 1500 Total connected load: 8,400 3,000 VA @ 100°/a= 3,000 VA @ 35%= 1,890.0 661.5 Total generat lighting and Receptacle demand load: 3,662 Range demand load: 12,OOOVA g,ppp Dryer Load: 5,000 Fized appliance load: Dishwasher 1 elcisting 1,200 Garbage disposal 1 existing 800 microwave 1 existing 1,200 other 0 0 subtotal 3,200 demand factor _25o/a gpp Totsl fiaed appliance load: 2�qpp Heating load: Total heating load: 14,000 25°/. of largest motor: 200 continued next a e Load Calculation Heathers Unit B7 Vail,CO Totals: General lighting and receptacles: 3,662 Range: 8,000 �Y�'= 5,000 Fixed appliance: 2,400 Heating: 14,000 25%of lazgest motor. 200 Total: VA 33,262 AMPS 138.59 Existing Tnstalled Service Size: 150A Single Phase ***�**�*�*************r*********�*r�***********************�*******�************�*********** TOWN OF VAIL, COLORADO Statement ****�*�****s*****�**�*******�**�********�*�**�*�******«********�*****�*****«*****s***�*�*��* Statement Number: R150001200 Amount: $204.01 08/14/201501:19 PM Payment Method: Check Init: LC Notation: #1081 BZ Construction -------------------------------------------------- Permit No: B15-0301 Type: COMBINATION BLDG PERMIT Parcel No: 2099-182-1301-6 Site Address: 5197 BLACK GORE DR VAIL Location: Heather of Vail Unit B-7 Total Fees: $602.42 This Payment: $204.01 Total ALL Pmts: $204.01 Balance: $398.41 **r******r*********************************************************�**r********************* ACCOUNT ITEM LIST: Account Code ____-_- Description Current Pmts ' ------------------------------ PF 00100003112300 PLAN CHECK FEES 204.01 --------------------------------------------------- '