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Home My WebLink AboutB15-0210NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES 7MOFV 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 -0210 Job Address: 68 E MEADOW DR VAIL Location......: Unit 403 Parcel No....: 210108254025 OWNER VVI 403 LLC 06/19/2015 600 17TH ST STE 2800 SOUTH DENVER CO 80202 APPLICANT WOODSTONE HOMES INC CHRIS KLEIN 111 SWIFT GULCH ROAD SUITE 201 AVON, CO 81620 License: C000004119 CONTRACTOR WOODSTONE HOMES INC CHRIS KLEIN 111 SWIFT GULCH ROAD SUITE 201 AVON, CO 81620 License: C000004119 Project #: PRJ15 -0299 Applied.....: 06/19/2015 Issued...: 06/24/2015 06/19/2015 Phone: 970 - 914 -5044 06/19/2015 Phone: 970-914-5044 Description: Work inclueds new carpet, tile, sliding glass door, reskim all drywall, relocate door and move wall. Occupancy: R -2 Type Construction: IB Valuation: $68,000.00 FEE SUMMARY Building Permit - ----- > $769.75 Bldg Plan Check -- -> $500.34 Use Tax Fee - > $1,160.00 Electrical Permit > $57.50 Elec Plan Check -- > $37.38 Restuarant Plan Review > $0.00 Mechanical Permit —> $0.00 Mech Plan Check - > $0.00 Additional Fees- --- - -- -> $0.00 Plumbing Permit > $105.00 Plmb Plan Check - —> $26.25 Recreation Fee--- --- - -- -> $0.00 Investigation — ------> $0.00 Will Call -- > $15.00 TOTAL PERMIT FEES— > $2,671.22 Payments— -----> $2,671.22 wr»»»»»»» ww» e» wwwww»»»»»»» wwwwwww»»»»»»»»» www»»»»»»»»» w»»»» wwww»»» rrw»»» w»»»: ww wwwww»»»» xe. wwwwwwww»»».»»»» w»» BALANCE DUE-- - - ---- - -> wwww»».:»» w: www► w» wrr»»»»»»»» wwww w» ww »»» » ».x » » » : $0.00 » »rwwwwwwwww»w»»»»» 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 ��.�..��..�. ..�. ,..a...-t,_ .a.,�»,M.,.a ,..«...a,...�w,m�..«�-a �� +e�.s"5;.,. -� .=....<',��w= `�. �� .. -.��w._'�::z xas.�....�.. %'�rw�: �.,...,.....�:�:,.��ss "'� ��?#'�'�s-i.v>>y.�. .-,....� ...��aa......:_.. » .. .w . . � � �I� �� Customer Approval Form: Signatu�e: Date; � � �,;r � �g ! � f� � ..� ..� ...�_,R� �.�� s � ��rr Uewed from the Exterior Quote Number: 6684321 Line Number: 10 Quote Qty; 1 Scaling: 1/2"= 1' Qescription: Designer,Triple Siiding Daor, Contemporary, Fixed/Vent/Fixed, 107.25 X$8, Brown Rough Opening: 108"X 88.5" These drawings are baaed on our interpretabon of the infarmation provided to us,They are submitted for final approvai of the individuat**responsibie for the project and are nat intended to create any warranty or other liability.The user**is responsible for compliance with applicable building codes or other regulations and detertnining the suitability of the suggestians for the particular application,including the final design of reinforcement,flashing,and seaEant systems for ail window and door instaliations. **building owner,architect,contractor,instailer andlor consumer �� Quote Name: Sliding Door Project Name: Woodstane HomesNVl 4 ��,�.""" Jobsite Locatio�: VAIL, GO � � Room Location: �� Sales Branch Location: 04200 PEL�A WINDOWS&DOORS, LlC Printed On: 6111/2Q15 Page 1 Of 1 �- - � E GLAZING PERFC7RMANCE - TOTAL UNIT CONTEMPORARY Clad Contemporary �� SLIDWGPATIODOOR O, OX/XO, OXC� and OXXO Shaded Areas Meet �, Gmm� PerformaneValues, ENERGYSTAR" Performance �� Criteria in Zones Shown � c NFRC Certified Gap �� Type of Glazing product# Fill ° U o �•�• Canada= -•- t7 F Ext. Mid Ent. LL = � U , Zone one �. � �. s y = �' R� � N � } _; y -_ <, , � �� r f ° ' � ..�_, ..: F ��.,: .,,: � - . . .�r r „-,,., . . ._ .:.. .. ':,,.. a�.'a ,,, � 5/S 5!8 clear IG PEL-N-24-00317-00001 3 3 3 ' Uir ! 0.3G Q.SQ 5' S6 'I 23 - -- 5/8" 5/A"Adoanced Low-E IG PEL-N-24 00497 00001 3 3 3 argan! 0.28 0.25 45 S% _ '9 .� 5!S" SunDefense'"'Low-E IG PEL-N-24-OOG37-00001 3 3 3 argon 0.28 0.19 42 57 � - _ ......_ - - -----..... � _..-- __ 518 SunDe�e�ise''^Low-E IG PEL N 24-00444-00001 4 4 4 araan 0.29 0.19 4? 57 5(8" AdvancedComfort L�w-E IG PEL-N-24-00802-00001 3 3 3 argon 0.25 Q24 44 59 �� ,...__ 5;8" NawralSun Low-E IG PEL-N-24-0�593-00001 3 3 3 i arnon' 0.29 0.45 51 57 � � � �; �i,. S!�S" Bronze Advanced Low-E IG PEL-N-24Q0533-00001 5 3 3 aryon� 0.29 0.21 24 57 __ __ _---_.. _- -_... _ ___ - _.. 5/8° Gray Advanced Low-E IG PEl N 24-00557-00001 5 3 3 aryon 0.29 0.20 25 57 518" Green Advanced Low-E IG PEL-N-24-00581-00001 S 3 3 ';argon'' 0.29 0.21 35 57 r � , 5/8" Advanced Lova-E IG I PEL-N-24-40511-00001 I 3 3 3 � air � 0.30 4.25 45 57 ' --- -- - --- -- -- --_ � --- . -.._ _ ..._- -- � 5!8' Adva-ir.ed_o,.v E I.a ' P��N�4 005 ib Oi7001 4 4 4 I air ' J 30 0.25 45 Sb _ 5/8" SunDetense'"'Low-E IG PEL-N-24-00-^.44-00001 3 3 3 , air ', 0.30 0.19 42 57 ---- ---------- ------- - ------ ------- -- - 5/8" SunDefenseT"^Low-E IG PEL-N-24-00456-0U001 4 4 4 ; air ' Q.32 0.19 41 56 _ _._.__.. 5/8" AdvancedCornfor Low-E IG PEL-N-24-00808-00001 3 3 3 � air : 0.27 0.24 44 59 19 _.__ - _ _.._ _......._ __.... _ _ _..... , ; 5i8 AdvancedComfort Low E IG PEL'J 24-00811 00001 4 4 4 '' air '', 0.27 0.24 44 59 _ ; , 19 .,:� _...._ ' S18" NaturalSun Low-=IG PEL-N-24-00607-OU001 3 3 3 � air ; U.31 0.45 51 57 ; 2b ' __ . ------.... _- ....._ _ j--: _ _ 5!8" Na�ura!Suri Low-E IG PEL-N-24-OU612-00001 4 4 4 , air ', 0.31 0.45 51 56 � � 26 I � R��Value=t/U-Far_tor Climate Zones� SHGC-Soi r H-at Gain CoeF�c en: �'�.�� VLT m-VISIbIP LICj^t Tra smiss o.^. - "l�,��'� CR Condensa�on Re istancF �: � �� ER-Canadian Energy Rating � "jjj````�'''�Y��' � T NC � >� � 1 3� � �1}G�azing performance value=.zre calcuiated based on NFRC 100,NFRC 200 anr.'NFRC 500.[Pd[RGY STAP.°'va�ues are 'Y : � �� `+-�� updoteci to 2015(Vers�or 6)criteria. --�=1�y I}�� (2j The values shown ae b�sed on Canada�s updated ENERGY STAR'�201$initiative. ► See the Froduct Periormancc sec[ion for more deailcc information or visit www.energystar.gov for Energy Star guidelines. ?el1a2015Ar�hltecturalDesi rManual D'�,vlsion08-Gpenings �WindovrsandDoors�ww��a.?ellaADM.com W-SD-10 Rev.02/11;20i5 � 9 � � �� l' GLAZING PERFORMANCE - TOTAL UNIT ❑ CONTEMPORARY Clad Cantemporary �� SLIDINGPATIODOOR O, OXJXO, OXO and OXXO Shaded Aress Meet GEass p�rformaneValues, ENERGYSTAR'�'Pe�formance �y (mm} Criteria in Zones Shown = c NFRC Certified Gap �� Type of Glazing product# Fi11 ° U o � U.S. Canada7_ �� Ext. Mid Int LL � � V Zflne one � y e�eciy y�,:� . ,� Y ,�' � '�a�'�� .�� ER �� z L �_. ., __..;., .. _..,.. ,�.:...C.�'� . �.ri,,..3� . 5/8" S!8"dear IG PELN-24Q0317-00001 3 3 3 ; air ; 0.3G 0.50 53 56 , 23 ' 5B" 5/8"Advanced Low-E IG PELN-24-00497-00001 3 3 3 'araon'; 0.28 0.25 45 5� " 19 5B" SunDefense'"'Low-E lG PE�N-2400437-�JQ001 3 3 3 argon; 0.28 0.19 42 57 � ---_ __ _ _... __----........ __ . _ 5/8" SunDe�ense'"^Low-E IG PEL N-<4-00444-U0001 4 4 4 aryon 0.29 0.19 41 57 k-: SB" AdvancedComfort Low-E IG PEL-N-2400802-00001 3 3 3 argon 0.25 Q.24 44 54 21 5/8" Na.ural5un Low-E IG PEL-N-24-00593-00001 3 3 3 argon 0.29 Q45 51 57 �y �� 'a 5/S" Bronze Advancc�d Low-E IG PEL-N-24-00533-00001 5 3 3 ;arGon j 0.24 0.21 24 57 � __ _..__ -- _._ _ __ _ ...._. _ __ 5/8" Gray Advanced Low-E IG PEL N<4 00557-00001 5 3 3 'argon! d.29 0.20 25 57 _ 5/S" G!een Advanced Low-�IG PEL-N-24-04581-00001 5 3 'argor.' 029 U21 35 57 � �i7i.�„% � ,�;� ,. i�: �9��?�� , - , , . v Po ., � , :.:. - . :. ^_ . �.... _,.: .. i�� .. _:.:. ._ .,,;. %�,:<; �+,, r„,.� ., �o.-..i r;'..: ��. 518" Advanced Low E IG PEL N 24-00511 00001 3 3 3 i air � 0 30 U.25 45 57 -- - ---- _-- __ _ -- ____ --- � ----- 5/E"' Ad�a�.ed Low-E IG PE. J_'4 0051b J.)001 4 4 4 air 0.3ii 025 45 56 %/; ' ,s ; 5/8" SunDeiense'��'Lov.�-E iG PEL-N-24-00444-00001 3 3 3 ' air ' �.3� 0.19 42 57 ,;,;.,, ; --- ---- ------ -------- ----- - --- ------- -- � - - 5/E" SunDefense�"^Low-E IG PEL N 24-00456-Q0001 4 4 4 I air ' 0.32 0.14 41 5h 5/8 AdvancedComfort Low E IG PEL'V 24-00808 OU001 3 3 3 air Q 27 0.24 44 59 79 __.... _... _ _...... _ _ _.. 518' Ar.Jvan�edComfort Low E IG PEL N-24-00811-00001 4 4 4 air 0.27 0.24 44 59 14 _ _ _.... ... 5/8" Natura15un Low-�IG PEL-N-24-00607-U0001 3 3 3 I air ', U.31 0.45 51 57 26 I -- - ---- ......... _- _ -- ...--,...----... _-- _.- 5/8` Na��ralSun Low E IG PEL N 24-00512-00001 4 4 4 air ! 0.31 Q.45 51 Sb i I 2b I � � > �-vai�e=in�-Fdrto� Climate Zones� SHGC=Soiar Heat Gain Coef'icient �' VLT°c=Vis ble Lic.^.i Transmissi�n '. CR-Condensation Resistance ER Canadian Enr.rgy Rati�y �� i� i � , /3' a>'�.' (1)G�azing performance values ar=_calculated based on NFRC 100,NFRC 200 an<i NFRC SOC.[NERGY STAR°'values are �� 2/ � �� updated tc 2015(Version b)criteria. �-J� ��0 (2j The values shown�re based on Canadr.'s updated LN[RGY STAR'�201 S initia±iv=. U See the Froduc'Pcriormancc sec[ion for more detailed inFormation or visit wv.�w.encrgystar.gov for EnerGy Star guidelines. Rev.02/1?J20i5 ?el1a2015ArchitecturalDesignManual � D'�.vision08-Openings �WindowsandDoors�ww;e.PellaADM.com W-SD-10 FLOOR-CEILING SYSTEMS, NONCOMBUSTIBLE 1 HOUR 50 to 54 STC GA FILE NO. FC 1105 GENERIC FIRE SOUND ( GYPSUM WALLBOARD,STEEL JOISTS,CONCRETEI a�`Bi ht angles to u-- sum veneer base app� 9 =-- `--- �� + e X gypsum wailboard or gyp --- -� --- One layer /z"tyP � � 35/s" steel studs 2?" o.c. with 1" Type S drywall screws 12' o.c. Studs wire tied with -- -- ��. � ortin 3/e" rib metal lath � double strand 18 gage wire 8' o.c.to steel 'oists 24" o.c. supp 9 ,� \ -- and 2�/2'concrete slab. (One hour restrained and unrestrained.) � -__� __ - _� - - Approx.Ceiling Weight: 2 psf Fire Test: FM FC-134, 12-16-69 Sound Test: See FC 2030 (NGC 4075,3-25-69) GENERIC 1 HOUR GA F1LE NO. FC 1110 FIRE � �� GYPSUM WALLBOARD,STEEL JOISTS,CONCRETE SLAB _- _ =— __ _ - One la type X gypsum waliboard or gypsum veneer base applied at right angles to : /, \ Y wall screws 12" o.c. in field. Gypsum �, �� rigid furring channels 24" o.c.with 1"Type S dry � �, \ _ board end joints located midway between continuous channels and attached to � :� :; �; additional pieces of channel 52" long o in S 3�B;N�b metalFfathnor 9hs nde PI 2$19a9e ' ' _; open web steel joists 24' o.c. supp 9 _�_- ___=_°� -' corrugated steel and 2"concrete slab measured from top of fiute.(Passed 90 minute fire __ test restrained and unrestrained.) qpprox.Ceiling Weight: 2 psf Fire Test: UL R2717-30,6-12-64, UL Design G502 GENERIC 1 HOUR GA FILE NO. FC 1130 FIRE GYPSUM WALLBOARD,STEEL JOISTS,CONCRETE1e�B' ht angies to _ - - - sum veneer base app� 9 --' - --- s e X sum waliboard or gyp - I - One layer Is"tyP 9YP all screws 12" o.a Studs placed = _- -_—__=--- 35/e" or 6" steel studs 16" o.c. with 1" Type S dryw horizontally to form ceilingsea 54�Pong Ibacki grstudas attachedtt Jthe continuous stud ��,'� ends.At end joint location ___ _______ ----{ ----'�_- �� with six 3/a" long self tapping screws 10" o.c. Studs with a stud sleeve on one en inserted in runners around side waiis suspended by�/a"x 1°steei straps from open web �-- ---�J s t e e l b a r j o i s t s 24"o.c.su ppoRing 3/a"rib metal lath and 2"concrete slab. � ___ _ - _ - - ---- - Maximum span for 35/$'studs is 11'10"at 16"o.c.and for 6"studs is 12'10"a t 1 6' o.c. i Approx.Ceiling ' Weight: 2.5 psf Fire Test: OSU T-3694, 11-5-66 GENERIC 1 HOUR GA FILE NO. FC 1145 FIRE — ----—- --- � GYPSUM WALLBOARDCONCRETE SLAB NELS,STEEL JOI , --__ =----- --_� _J -- - �-- lied at ri ht angles to � - - --_- -----'--_ sum wallboard or gypsum veneer base app 9 One tayer�/z"tyPe X 9YP e S d ali screws 12"o.c.set back 2"from _ resilient furring channels 24"o.c.with 1��TYP m^' ___________---�. edges. Gypsum board end joints iocated midway between continuous channels and -- __ _—____ attached to addan lespo 6ex�151ehflanged 18 g ge st el channel joists 24"lo.�cCWah two appiied at righ g ortin 25 a e corrugated metal ApProx.Ceiling 3/a"Type S-12 drywall screws at each joist.Joists supp 9 9 9 Weight: 2 psf deck and 2" (measured from top of flute)light weight, 105 pcf,concrete slab. (One our Fire Test: FM FC 245-1, 1-27-77 unrestrained.) GA-600-20( .nrr�r� __ _ __ . _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ . FLOOR-CEILING SYSTEMS, NONCOMBUSTIBLE 1 HOUR 5o to 54 STC GA FiLE NO. FC 1105 GENERIC FIRE SOUND ' GYPSUM WALLBOARD,STEEL JOISTS,CONCRETEI a�`B� ht angles to --=----x �� e X sum wallboard or gypsum veneer base app� 9 ... . -_.�: --� �-- - One layer /z°tyP 9YP , Y all screws 12" o.c. Studs wire tied with _ — , -- 35/s" steel studs 2?" o.c. with 1' T pe S dryw o�in 3�g" rib metai lath �� ;,"� ��. � double strand 18 gage wire 8' o.c.to steel'oists 24" o.c. supp 9 '�.:\\ ;, '<�,,\\I' and 2�/z"concrete slab. (One hour restrained and unrestrained.) -- .,_` __- ---__________�_-,�I _�- -_--- Approx.Ceiling Weight: 2 psf Fire Test: FM FC-134,12-16-69 Sound Test: �NGC 407�5,3-25-69) GENERIC 1 HOUR ' '` GA FILE NO. FC 11y0 FIRE � � GYPSUM WALLBOARD,STEEL JOISTS,CONCRETE SLAB _ __ �- —-- ; :, � � �� sum veneer base applied at right angles to � One Iay�Til�tYPe X 9YPsum wallboard or 9YP yP =- - y �� -�;I rigid furring channeis 24" o.c.with 1"Type S dryw all screws 12" o.c. in field. G sum �, � � „ � board end joints located midway between continuous channels and attached to y' �\ /�� % ��;�\_ additional pieces of channel 52" long with screws 8" o.a Furring channels wire tied to ` ';� � ' � � -- open w e b s t e e l j o i s t s 2 4" o.c. su p porting 3Is' rib metal lath or 9hs' deep 28 gage ,; , '1 -_—�—� --�s�=_-_— corrugated steel and 2"concrete slab measured from top o f f iu te.(P a s s e d 9 0 m i n u t e f i r e =_ __ test restrained and unrestrained.) qpprox.Ceiling Weight: 2 psf Fire Test: UL R2717-30,6-12-64, UL Design G502 GENERIC 1 HOUR GA FILE NO. FC 1130 FIRE GYPSUM WALLBOARD,STEEL JOISTS,CONCRETE SLAB _ -- - ' j lied at right angles to � -� '-� __; One layer 5/s"type X gypsum wallboard or gypsum veneer base app , __ .__ I i 35/e" or 6" steel studs 16" o.c. with 1" TYPe S drywall screws 12" o.c. Studs placed `I' ill � horizontally to form ceiling envelope without direct attachment to joists except at stud 1 ends.At end joint self tans�95 crew9 bOckonc St ds wth aestud sleeventon one end ____;I'�__ _ _- -�-_� with six /a long pP - _�__— - -�J inserted in runners around side walis suspended by�/a"x 1"steel straps ftom open web �- steel bar joists 24"o.c.supporting 3/s"rib metal lath and 2"concrete slab. __ _ '� -- ----- - ' Maximum span for 35/s"studs is 11'10"at 16"o.c.and for 6"studs is 12'10"at 16' o.c. I Approx.Ceiling ' Weight: 2.5 psf Fire Test: OSU T-3694, 11-5-66 GENERIC 1 HOUR Gq FILE NO. FC 1145 FIRE GYPSUM WALLBOARD,RESILIENT CHANNELS,STEEL JOISTS, _______�_--.-_----:J CONCRETE SLAB — •- --_----- ', � � e X sum wallboard or gypsum ven e e r b a s e a p p l i e d at ri ght an gles to �- One layer /z' tyP 9YP e S drywall screws 12"o.c.set back 2"from __ ; ' resilientfurringchannels24"o.c.withl"Typ __________ ' ------=___—_— ', edges. Gypsum board end joints located midwaWith sc ews 12 tlo c�Furr ng channels =_---- ------- attached to additional pieces of channel 60"long , applied at right angles to 6"x 15/s"flanged 18 ga9e steel channel joises�24��°'at dtm al ApProx.Ceiling 3/g"Type S-12 drywall screws at each joist.Joists supportin9 2CO9 crete slab. (One hour weight: 2 psf deck and 2" (measured ftom top of flute)light weight,105 pcf, Fire Test: FM FC 245-1, 1-27-7 ' unrestrained.) , il � GA-600-20� i MW wxwrwrrww» wxxxwxrrwrrxxwxrwwwx:* xwwxwrwwrrrwrwwwwxwwwr***r* wwwwwx** rrxxxxrwwwwrr* wrwwwwxwwwwwrwwrxxrwrw: xrrxrxxwwwwwwrxwwwrwwrwxr* wxwwxwwxww» wwwxwrwww :xwrrwwwwxwwrrw *wrwxrwwwwwwrx CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B15 -0210 Owner: VVI 403 LLC Address: 68 E MEADOW DR VAIL Location: Unit 403 wwrwxwwwxxwr: rrwwwxwwwrrrrwwwwwxxrrrrrrwwwwwrrrrrewwwxwwwrrrrrr�wwwwsrtrrrrrwwrwxwwwrrxrrrrrwwxwxxr, rrrwrrrwxwxrrrrrrrwwwxxrwrrrwrw: wwrwrrwrrrrwrwwwwwwwrrrrrwrrrrexwxrrwrrwwwwrwwwrrr combination permit— 12811 TOWN OF vAILV Permit* B15 -0210 Owner: VVI 403 LLC REQUIRED INSPECTIONS AND STATUSES Address: 68 E MEADOW DR VAIL Location: Unit 403 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 Item: 00542 PLAN -FINAL combination permit-012811 Department of Community Development 75 South Frontage Road Vail, CO 81657 TOWN OF Tel: 970479 -2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: E A ST e►�i� ►� �I v� 3 (Number) (Street) t (Suite #) Building /Complex Name: NAqZlq Contractor Information Work Included Plans Included Work Electrical QYes Q)No QYes QNo ti a Mechanical QYes (S)No QYes ONO Business Name: - 1C) 3A 5 2W OW S J (, Business Address: SIr3 � Ll, IM V. 101 City State: ao Zip: Contact Name: �� I^ I ��' I ►� n fJ ji L Contact Phone: Contact E- Mail: 1 -,V,- 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 T n applicable thereto. X )�(_ - Owner /Owner's Representative Signature (Required) Applicant Information Applicant Name: Applicant Phone: Applicant E -Mail: Project Information I' /� p 1 J i 0 T� r Owner Name: V j/ 1 Parcel #: a l o l q�( 15 02_ (For Parcel #, contact Eagle County Assessors Office at (970 - 328 -8640 or visit www.eaglecounty.us/patie) For Office Use Only:_ ( 7 Fee Paid: Received From: Cash Check # CC: Visa / MC Last 4 CC # exp date: Auth # Project #: T 7'4 J ► 7 S-42— / / - �, DRB #: 1� I �Q (`-�� Building Permit #: (S G V Lot #: Block # Subdivision: Work Class: New 0 Addition 0 Alteration (qW Type of Building: Single - Family 0 Duplex 0 Multi - Family (0 Commercial'(] Other t" Work Type: Interior Exterior Q (Both Oy Valuation of Work Included Plans Included Work Electrical QYes Q)No QYes QNo ti a Mechanical QYes (S)No QYes ONO Plumbing 0Yes QNo QYes QNo q�00 Building QYes QNo QYes QNo Value of all work being performed: $ 60 ° •0 (value based on IBC Section 109.3 & IRC Section 108.3) �( Electrical Square Footage J Detailed Scope and Location of Work: yyyo (;l, JE7 . 1'i I ��ptl w�►�� New Id Ne S��01� P I)QOy' (use additional sheet if necessary) Date Received: Fn JUN 9 2015 AIL