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RECONSTRUCTION OF
EXISTING UTIIITY SHED
1"1.4TER1 �4L SYMSOLS ABBREVI �4TIONS C� ENER�4L NOTES CODE REVI � OUJN�R / 1�EVELOPER : � � �
SNEATHIN6 '4BV �O� � P� OI. DO NOT SGALE DRAWIN65. OGGUPANGY GROUP: R-2 ALPHORN GONDOMINIUM ASSOGIATION
EqR7}{ AFF ABOVE FINISHED FLOOR LT LI6HT coN'Tr�rior� v-A R.G. JAGOBS, OWNER REPRESENTATIVE
��-Y����� AF6 ABOVE FINISHED 6RADE LTL LINTEL 02. VERIFY ALL DIMEN510N5, GONDI710N5 AND UTILITY LOGATIONS ON THE ,IOB 51TE A R C H I T E C T S
AP AGGE55 PANEL LWR LqNER PRIOR TO BE611A1IN6 ANY WORK OR ORDERIN6 ANY MATERIALS. NOTIFY ARGHITEGT OF ���T LO WA-INGIDENTAL USE PER TABLE 302.1.1 121 WEST MEADOW DRIVE
6RAV� / DRAINA6E � WOOD-FINISH AGT AGOUSTIGAL GEILIN6 TILE MH wnw�oLE ANY GONFLIGTS OR DISGREPANGIES IN THE DOGUMENTS IMMEDIATELY. . VAIL, GOLORADO 81658 0 0 4 8 E BEAVER CREEK BLVD
ADJ ADJAGENT MFR MAN.FAGTURER NO. OF 3
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ALT ALTERNATE �� ��R�� 03. AREAS OF GONFLIGT5 OR DISGREPANGIES NN57 BE R1LLY RE50LVED NUTH
� ���� � ��� AL ALUMIWJM MAX MAXIMIIM WRITTEN APPROVAL FRpM THE ARGHITEGT BEFORE GONSTRLGTION GONTIWES IN TH05E S U I T E 2 0 7
APPROX APPROXIMATELY M� ����� AREAS. GOVERNING DES: 2003 IBG, 2003 IFG, 2(a03 IMG, ?A03 NEG, 2003 IPG
STl1GG0 / EIFS w �4DA AMERIGAN DISA8ILIT( AGT � MEDIGINE GABIIgT B O X � � O O
� 6YP5UM WALL BOARD � WOOD-BLOGKIN6 A/G AIR GONDITIONIN6 MMB MEI�BRANE 04. PLAN DIMEN510N5 ARE TO FAGE OF STUD OR FAGE OF CANGRETE UNLE55 NOTED UTILITY SHED SEPAR4TED FROM RE5IDENTIAL O�GGUPANGY BY A 2-HOUR FIRE
ARGH ARGHITEGIURAL M1rL METAL OTHERWISE. SEGTION AND ELEVATION DIMENSIONS hRE TO TOP OF GONGF2ETE, TOP OF 6EARIN6 WALL N AGGORDANGE 1W UL DE516N N0. U302, AND W/ 2003 IBG ON
� BATT INSULATION � � ����A�'�S�T� �MT BASET�NT M METH2 PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UW.E55 NOTED OTHERWISE. �2 ��� A V 0 N , C 0 816 2 0
8R6 BE4RING MW MIGROWAVE
8F6 BELOW FINISFED GRADE MM MILLIMETBt 05. PR�/IDE ALL NEGESSARY BLOGKIN6 IN STUD WALLS AND GEILINEf. LOGATIONS �4RCH I TECT :
MPH MILES PER Hq1R INGLIAE BUT ARE NOT LIMITED TO GEIUN6 AND WALL-MOUNTED FIXTURES, TOILETS, Q7
RI61D I�iULATION � � R� r�� g�, BEVELED MiN MINit�0.,M TOILET AGGESSORIES, GABINEIRY, GOUtdTERTOPS, SHELVES, GL05ET RODS, FAUX VIGTOR MARK DONALD50N ARGHITEGTS �7 1 O . 9 4 9 . � � O O
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Bir Bi�ur�in�us MIR MIRROR e�,r�s, nr� u�T FixTUrzES. PROJEGT MANAGER
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MR MOi57URE RE515TANT REGONSTRUGTION OF AN EXISTIN6 UTILITY SHED AT TF� ALPHORN GONDOMINIUMS. V I I I � � � V I I I � �. C � 11I
(DRY STAGYJ BLK6 BLOGKIN6 µ�L MULLION � ��INA7E ALL ELEGTRIGAL AND MEGHANIGAL FIXIURES TO FIT WI7HIN GEILIN6 0048 EAST BEAVER GREEK BLVD, SUITE 20'1
� �,� �T �.� �ewri, FLOOR AND/OR WALL SPAGES A5 SFiDI^W. P.O. BOX 5300, AVON, GOLORADO 81620 F A X 9 4 9 . 5 2 � 5
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STEEL / METAL ��p� �r eonoM � �i� O'7. VERIFY ELEGTRIGAL RaU6F1-IN LOGATIONS FOR ALL APPLIANGES AND LI6HT PHONE : 4"10.949 .5200 / FAX: 940.949 .5205
8LD6 &11LDIN6 N NpR7H FIXNRES. IMMEDIATELY NOTIFY ARGHITEGT OF ANY GONFLIGTS OR DISGREPANGIES E-MAIL: matte�vmda.com ��,,,
�T� ��� � GPT GARPET NIG NOT IN GCIMiRAG7 WITH TI� INFORMATION PRD�/IDED HEREIN OR AFTER DETERMININ6 EXISTING FIELD �
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GIP GAST IN PLAGE O�G. ON GENTER I-"10 TO EXIT rl�b, MAIN VAIL EXIT. PROGEED SOUTH THRU ROUND-A-Bq1T TO t�ADOW � '9 .
_j� M�TAL STUD� GL6 GEILING OP6 OPENING 08. VERIFY PLUMBIN6 ROWI�-IN LOGATIONS FOR ALL APPLIANGES AND FIMUZES. DRIVE. 60 NEST, APPROXIMATELY ONE BLOGK TO 51TE LOGATED ON NORTH SIDE OF P
� or � EN61N�iED WOOD GTR GENTER � ���`'�� STREET. UTILITY SHED 15 LOGATED ON E?5T SIDE OF BUILDING, IN EXI5TING SIDE � �
GT GERAMIG TILE � OPPOSITE HAND pq. IN THE EVENT THAT ADDITIONAL DETAILS OR 6UIDANGE 15 NEEDED BY THE �
�B ORIENTED STRAND BOARD ��^�K STRUCTUR�4L ENGz INEER : �
GLR GLEARANGE 6ENERAL GONTRAGTOR FOR GOWTRUGTION OF ANY ASPEGTS OF THIS PRO.�GT,
// 6LAZING / MIRROR GpL CALUMN � OUTSIpE DIAME'TER HE/SFiE SHALL IMMEDIATELY NOTIFY THE ARGHITEGT. FAILURE TO 61VE AMPLE NOTIGE � l+
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GONG GONGRETE SHALL RELIEVE THE ARGHITEGT pF RESPONSIBILITY FOR DELAYS TO THE PROJEGT. G
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^ ' II G CANDUIT �� pqj� 10. THE 6ENERAL CANTRAGTOR SHALL BE RESPONSIBLE FOR SATISFYIN6 ALL �OPE OF DOGUMENTS 131q SPRUGE STREET D AR�`r\
�RM�iW IN� S� BOLS ��T GONSTRUGTION pp,� pp��� APPLIGABLE GODES AND OBTAININ6 ALL PERMITS AND REQUIRED APPROVALS. GODE BOULDER, GOLORADO 80302
CANT GONTIWb0U5 p,,�qr pqy��T GOMPLIANGE IS MANDATORY. THE GONSTRUGTION DOGJMENTS SHALL NOT PERMIT 7� ��R,q� �pNTRAGTOR HAS ENGA6ED 7HE ARGHI7EGT TO PREPARE SGOPE
G.lT GONTROL JOINT pEp PEpESTAL WORK THAT DOES NOT GONFORM TO RELEVANT GODES GOVERNIN6 THIS PRO.IEGT. DOGUMENTS FOR U5E IN MAKING APPLIGATION FOR THE DE51GN REYIEW BOARD, PLAN PHONE : 303.444.Iq51
GPR CAPPER P�AM PLASTIG LAMINATE REVIEW AND &JILDING PERMIT FOR APPRDVAL FROM THE TONAI OF VAIL. THE PU2POSE
X ��ST �57p�.� p� PLATE II. THE 6EN�AL CANTRAGTOR ANp � INTR,0.GTOR5 SHALL FIELD GOORDINA7E AND OF THIS � ITfAL IS FOR THE REGONSTRUGTION OF THE I-STORY WIOOD FRAME UTILITY
SEGTION GUT SYMBOL DEPT DEPARTMENT PLLM PLUMB�N6 OBTAIN APPROVAL FRDM THE ARGHITEGT/ EN6INEER BEFORE ANY GUTTIN6, NOTGHIN6 5F{Ep THA7 WAS DESTROYED BY HEAVY SNDW FALL. THE PROPOSE� ViILITY SHED
D DEPTH � P�Y�� OR DRILLING OF ANY GAST-IN-PLAGE GONGRETE, STEEL FRAMIN6, OR ANY 071�R ��N7�Y RE51DE5 IN THE 51DE SETBAGK AND 155UANGE OF BUILDING PERMIT
DTL DETAIL � P��� T�� STRUG'TURAL ELEMENTS WHIGH MAY AFFEGT THE STRUG'NRAL INTE6RITY OF T}�
DIM DIMENSION � P�� �R �'� �T BUILDING. AGKNOhLED6E5 THE RI6HT OF ALPHORN UTILITY SHED TO RESIDE IN SAID SETBAGK.
DW DISH WASHER �� P�� �R SQUARE INGH
PG PRE-GAST INASMUGH, NO GIVIL SUR�/EYING OR SITE LOGATION HAS BEEN PERFORMED. �,�i �NER �4L CONTR�4CTOR '
�,_m„ pR DOOR �� PR�RT, 12. ALL ELEGTRIGAL WORK IN THIS PRA.EGT IS TO BE GOMPLETED IN A WORICMANLIKE �,pNTRAGTOR SHALL ENSURE THAT NO PORTION OF THE &11LDING ENGROAGH ON
ELEVATION REFERENGE DW6 DRAWIN6 QT GNIARRY TILE FASHION AND IN AGGORDANGE WITH THE REQUIREMENT5 OF 7NE GURRENT VER510N OF qp�,e,G�T PROPER71E5 8Y PERFORMIN6 AN 'IMPROVEMENT LOGATION GERTIFIGATE'
DF DRINKIN6 FOUNTAIN RLP7 REGEPTAGLE THE NATIONAL ELEGTRIGAL CADE [NEG] ADOPfED BY THE GOVERNIN6 MINIGIPALITY. PER THE TONN OF VAILS REQUIREMENTS. ALLIANGE GON�'JTRUGTION IE RESTORATION
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Z ELEG ELEGTRIGAL � REFBtENGE 13. ALL PLUMBING AND VEN7ILATION WORK IN THIS PROJEGT IS TO BE GOMPLETED A5 �c� r.�,ppE ppGUMENry c.�l{qLL FULLY GOMPLY WITH GURRENT GODES, RE6ULATIONS, 824 E. GHAMBERS AVENUE, UNIT B�J
ELEV ELEVATIONS REFR REFRI6ERATOR ADOPTED BY THE GOVERNING MJNIGIPALITI' IN A WORKMANLIKE Fl�SHION AND IN LIFE SAFETY AND OTHER SUGH RE6ULATIONS INGLWII� STANDARD OF GARE. EAGLE, GOLORADO 81631 �
X EL ELEVATOR REINF ftEINFORGIN6 AGGORDANGE WITH THE REQUIREM�NTS OF THE GURRENT VER510N OF THE
3 �CX I ELEVATION SYT�OLS EMER EMER6ENGY REQD REGMI�RE� INTERNATIONAL PLUMBINfi GODE [IPG], INTERNATIONAL M6GHANIGAL GODE DMG] AND THEREFpRE THE ARGHITEGT ADVI5E5 T}iAT THE OY�PJER MAINTAIN A REA50NA6LE PHONE : q'70.328.4q00 / FAX: q'i0.328."I"108 w
EQ EQUAL RES RE5ILIENT p1ATIONAL FIFZE PROTEGTION AGT �NFPA1 GONSTRUGTION BUDGET GONTIN6ENGY TO ALLOW FOR UNf�JOV�W GOSTS AND/OR E-MAIL: robf�alliancerestoration.com ~ �
EQUIV EQUIVALBJT REV REVISION Ap,1157F�N75. THE AR,GHITEGT SHALL BE NOTIFIED IMMEDIATELY OF GONFLIGT5 LL, Q � �
W�1 RIGHT HAND � �
4 EXH EXHAUST 14. SU85TITUTIONS OF 'EQUAL' OR 'EGiUIVALENT' PRODUGTS WILL BE AGGEPTABLE ONLY Dlr-,�GOVERED PRIOR TO PROGEEDIN6 WITH CANSTRIJGTION AND SHALL BE HELD O Q � �
EXG EXISTIN6 R�5 �p A� �� WITH OWNERS AND ARGHITEGTS WRITTEN APPROVAL. THE 6ENERAL GONTRAGTOR HARMLE55 FRAM ANY AG710N5 BY CANTRAGTORS, SUBGONTRAGTORS AND w O �
� ��'�� Rp ROOF DRAIN `.��- `'.�1�Y SUBMITfALS DETAILING THE PRODUGTS SPEUFIGATIONS, FEATURES, THIRD-PARTIES INTERPRETING THESE SGOPE DOGUMENTS AND/OR EXEGUTING Z �
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� � FOF FAGE OF FINISH Rp Rq�l� ppEN�ryS 15. IT IS THE INTENT AND MEANIN6 OF THESE DOGUMENTS THAT THE GONTRAGTOR AND
F O M F A G E O F M A S O N R Y � R O U E i H S A V�W E A G H 5 U B C,O N T R A G T O R P R O V I D E A L L L A B O R M 1 A T E R I A L S, T R A N S P O R T A T I O N, S U P P L I E S, (� � � �
FOS FAGE OF S711D5 55 SANITARY � R EQUIPMEN7, ETG., TO OBTAIN A GOMPLETE JOB WITHIN THE REGOrNIZED STANDARDS OF � J � Q �
FIN FL FINISH FLOOR ELEVATION (5) SEALANT THE INDUSTRY.
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FDG FIRE DEPARTMENT GONNEGTION 5FNT6 `��TH�� Ib. GOORDINATE ALL GABINETRY GONFI6URATIONS WITH OV�PIER PRIOR TD ROUfiH-IN. �"� � � G �,J
FHG FIRE HOSE GONNEGTION 5M `'�EET �T�- �ppRpINATE ALL TRIM PRUFILES AND GONFI6URATIONS WITH ARGHITEGT. �
y - - - 1 FEG FIRE EXTIN6UISHER GABINET 51M 51MILAR �,ppRp�Np,7F HLL INTERIOR FINISHES WITH ARGHITEGT, OR REFER TO FINISH SGHEDULES Z � O ~ O
I I DETAIL OR PLAN ENLAR6@4BrT FPL FIREPLAGE SPM 51N6L.E PLY MEF�RANE (n V
' ' FP FIREPR(J�FIN6 `5'� �M � I'i. THE GENERAL GONTRAGTOR AND ALL TRADES SHALL REFER TO ALL O Z � w J
FL6 FLA5HIN6 �� SpEGFIGATIONS ARGHITEGIURAL, STRUG1i1RAL, GIVIL, MEGHANIGAL, ELEGTRIGAL, PUJMBIN6 ANp � � �
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� FND FOUNDATION ST SELF-TAPPIN6 SPEUFLL REFER �IGATIONS IT IS THE RESPONSIBILITY OF THE 6ENERAL GONTRAGTOR �
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RJR RIRRIN6 5p STORM DRAtN / " E
6A 6A6E, 6AWE DETEGTOR 18. IN�ILATION SHALL BE EITHER PAPER FAGED FIBERGLF55 BATIEN�'� WHIGH EQUAL DR�4UJ INC� INDEX
0 o W 6ALV GALVANIZED 57R STRIN6ER 7� R-VALUE STATED OR A GOMBINATIDN OF FIBER6LA55 BATTENS AND RI61D FOAM
3 x 7 WINDOW / DOOft SIZE (FT. 6D 6ARBAGE DISP05AL STRUG ST�T�'� WHIGH 15 EC,IUUAL TO THE SAME R-VALUE. DO NOT GREATE INTERMEDIATE DEW POINT5. TI.I TITLE SHEET
6G 6ENERAL GONTRAGTOR SW SWITGH Rppp SYSTEM = R-38 / EXTERIOR WALLS = R-19 / INTERIOR WALLS = R-13 / EXTERIOR ~
6LAM 6LULAM LAMINATED BEAM SYM SYMMETRIGAL FLOORS = R-38
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TELEVI510N AI.I RDOF AND FLOOR PLAN
�OOR REFERENGE 6B E'RAB 8'4R � THIGKTdE55 WINDOWS SHALL BE DOUBLE PANE 'LOW E' AS RATED BY THE MANUFAGTURER ALL A2.1 SEGTIONS AND E7(TEWOR ELEVATIONS
6ND 6ROUND � THFiESHOLD EXTERIOR DOORS SHALL BE 111�ULATED AND/OR hllTH INSULATED 61.A� EQUAL TO TFE
6W8 GYPSUM WALL BOARD TO BE DETERMINED WINDOWS. WEATHER STRIPPIN6 AND FLA5HIN6 AT WINDOWS AND DOORS SHALL BE 51.0 STRUGTURAL PLAN, DETAILS AND NOTES �
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HDW HARDWARE T� TOP OF SLAB
HDR HEADER 7� TOP OF STEEL 19. ALL WINDONS, DOORS, ROOF ,IOINTS AND OTHER AREAS SUBJEGT TO M015TURE
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HORIZ HORIZON7AL U6 U���1�1D MATERIALS WHIGH MAY GOME WITH ANY/ALL EC�UIPMENT, APPLIANGES, HARDWARE AND
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ID INSIDE DIAMETER �'0`T�E`' MANUFAGTURERS NAN� AND ADDRE55. ALL EQUIPMENT, SYSTEMS, FIXTURES AND � ,
IBG INSTALLED BY GONTRAGTOR � �� NOTED OTHERWISE APPLIMlGES INSTALLED SHALL HAVE A MINIMUM OF A ONE (I) YEAR WARRANTI' TF�
IBO INSTALLED BY OVdJER � VAPOR BARRIER GpNTR/�TOR FURTHER WARRANT5 AGAINST FAIUJRE OF ALL VARIOUS 5YSTEMS �
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INIPROY � MEItiiT L.,OCATIOI�i GERTIFIGATE
F'OR BUILDII�IC PERMIT =
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ALPHOI� I�i GOI�iDOIVIII�IIUIVI �� J �
LOTD � � > �
ALPHORN CONDOMINIUM ASSOqA710N. INC.
� �AST SID � SHED ADDIT'IOltii� � o o �
A V�DVIW4GE. SE 0 D FlLING 2� � � �
RECEP110N No. 97199 TO�1tiI OF VAIL, COUl�I7"Y OF' EAGLE , STATE OF COLORADO � o
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' NOTES:
� 74 9g� 1) survey Dabe Apri125, 2007.
' 2) I.ocation of Improvemenis and lot lines are based on the
Condominium Map of The Alphorn as filed for record October 14,
1969 at Reception No. 111696 in the Office of the Qerk and Recorder,
County of Eagle, State of Colorado, and Survey Control Monumems
found at the tiuue of this survey as shown hereon This Survey does
not conetitate a boundary survey nor aity investigation iitfio
record easemema or encumbrancee associated with this properiy.
� 3) SI'REEI' ADDRES6: 221 Wcst Meadow Drive.
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CO�IDOMIItiIIUM MAP OF EAST SIDE !
THE ALPHORI`I SHED ADDITION ��
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, c�t�cATtoN
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' I hereby cerFify �at this Impravement Location Cerbificate for Building Permit was
W � d, prepamd for Allianee Construclion Services, that this is NOT a Land Survey Plat,
_ 'I 2 'j EXISTING BRICK � q� Improvement Survey Plat, or statutrny Improvement Location Certificate and that i# is
� BUILDING N c�j not to be relied upon for the eslabl;chmPnr of fence, building, or other future
N v' � `� impmvement lumes. The purpose of this certificate is to depict construction
p � LoT G �pl'ovements mlaiive to property lines.
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I further cerbify that on this date, Apri125, 2007, the improvemei►ts depicbed are entirely
within the boundaries of the parcel, except as shown
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CONCRETE DECK ' W
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' � Theodore J. Archibeque PIS 37902
� Colorado Professional Land S�uveyor
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6�.62�
R=525.00
L=102.31
�O I P �sr 1V��DOW DR �� � ro9�.57�
�B�j� RrGNr w OF, �� Ch=N7��15�16~W FOUND 5/8" REBAR AND
�AY ALUMINUM CAP "LS 26598° �
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MPROVEMENT OCATION ERTIFICATE
FOR BU(LDING PERMIT
Archibeque Land Consulting, Ltd GRAPHIC SCALE EAST SIDE SHED ADDITION
�° � s w � a ALPHORN CONDOMINIUM
� Professional Land Surveying & Mapping � To� oFVa�, co�� oF �►��,
STA7E OF COLORADO
NOTICE: According to Colorado law you must commence any legal 105 Capibul Str�eet, Suite 5 - P.�. BOX �3 ( IIt ggF.^P ) �� �,. � N�� �� �:
action based upon any defect in this survey within three years after you E��e �0���0 $1�1 1 inch = 10 �. CAP 07071
frst discovered such defect. In no event, moy any action based upon � 07071 ILCBP.DWG
any defect in this survey be commenced more than ten years from the 970.328.6020 Offi� 970.328.6021 Fa7[
date of certification shown hereon.
� 1 � 1 �,�: 05-03-07 a� �,: