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Home My WebLink AboutVail Lionshead Filing 3 Block 2 Lot 1 Enzian Common Element 1970 to 1979 _. .,..:.;,��.� �.� ,w �' � . . � ~� ` 4 .. .. Project Application �, 7- `,,-, Date � ` i r- , • � .- ,, �/ Project Name: j=" GY/l Project Description: � " " Owner Address and Phone: �1��,'./JC �� r Architect Address and Phone: � Legal Description: Lot ��'��%; '�"�Block ��'"' , Filing ✓� ��.��''iL�l��c� �g�-y-'k? ��-�'' °%`� . Zone: Zoning Approved: Design Review Board '�� 1l�- , . _ � , Date _ / Motion by: Seconded by: APPROVAL DISAPPROVAL ') , 'L1 . ,, ��. ;.� , , ,, 1 �_ Summary: r =�'�-. Zoning Administrator Chief Building Official Date: Date: the printery:�va�l :K, . ......... . .. . ... . .. .... . .11�ii cy_n, �UST_ � lq7q-Y.. + ��.: _ -. „ , . _ . '��^•y, r � �� N � , � ` � �ISr OT h7l1i'P;RIIILS ::�`- �, ��...�. :f: NAM� OI' PRUJLCr �N��pN �bUE � Pazr aF V l�u., ', L�GAL DL;SCI�IPZ'ION �oT 1 I�O�r B�ocr 2 }3I,OCK �.�o�SUEAD 3� I'ILING D�SCRIPTION OI' PROJ�CT T�o �r�p��- RooF aDDIT��15 ,dT 'T�1�E C I-��'�1 N EY M�SSES dV T U E Epsr SI DE Thc following intormation is required lor sut�mitl;al by the Applicant to the Desi�;n Revie�v 13oard before a final. ap��roval. can Ue given . A. ) BUILDING MATFRIALS: Type of It4�ii;eria7 Col.or (2apFr NG T�� To Roof M�TGU EXK7►NG fZED-OR�n)GE � Siding Othcr VVall Materials Fascia Pp�N'fED DAwc $Ro�►�) 'rU ►'�aTCU EXaST►NG Sotfits PAINTED WUITE To mr�TCU E�CIST�NC� Windows Window Trim Doors Door Trim liand or Decic Rails Flues Flashings PpiNro� DA�2.IC. BR.ewN To r�n�TCU EXiSTiNG Chimneys Trash Enclosures Greenhouses Other E. ) PLANT MATrP.IALS (Vegetative , Landscaping MaL-erials including Trees , Shrubs , and Ground Cover) Eotanical Name Common l�ame uantit Size , , , , ► ,. , ; �� ---- � _ _. _ � ---_T ��__�.:_,��._. � ,r,�. �,,�vs_�— -- —�.�,�-�-��-._. � r �. . -�� CONSTRUCTION PERMIT � DATE 6/7�79 PROJECT NO. N--284 �� PERMIT NO. N4 Z 8 4 . �y 1.TYPE OF CONSTRUCTION I II III I V V tow� o �ai department of community development 2.00CUPANCY GROUP A B E H I R M BUILDING 750.00 TYPE OF PERMIT � BUILDING ❑ PLUMBING ❑ ELECTRICAL ❑ FOUNDATION ONLY ❑ MECHANICAL ❑ LEGAL LOT BLK DESC. FILING Enzian Lod�e !0 B N AM E: �zian I.n e Cano C ;ER NAME JOSeph Hanson MAIL ADDRESS 705 Circle Drive CITY`ja,l.l 00 PH. 2050 ARCH ITECT FIRM MAIL ADDRESS CITY PH. GENERAL FIRM CONTRACTOR MAILADDRESS CITY PH. FIRM E LECTRICAL CO^�T�RACTOR MAILADDRESS � CITY PH. FIRM PLUMBING CONTRACTOR MAILADDRESS CITY PH. FIRM MECHANICAL CONTRACTOR MAILADDRESS CITY PH. OTHER FIRM MAIL ADDRESS CONTRACTOR cirv PH. DIVISION 1 2 2a 3 4 � ELECTRICAL GENERAL DESCRIPTION OF WORK : � PLUMBING Canopy entrance to Lod�e � � > MECHANICAL TYPE GROUP SQ.FT. VALUATION PERMIT FEES BUILDING PERMIT g.� PLAN CHECK ELECTRICAL PLUMBING NEW ) ALTERATION O ADDITIONAL(�O REPAIR O MECHANICAL DWELLING UNITS ACCOMMODATION UNITS RECREATION FEE G.R.F.A. BEDROOMS DESIGN REVIEW BOARD COMMERCIAL SYST RESTAURANTSEATING CLEAN-UP DEPOSIT ZOO.00 HEIGHT IN FT. BATHTUB/SHOWER NO FIREPLACES NO.TOILETS TOTAL PERMIT FEES COVERED PARKING UNCOVERED PARKING � �-� ��-� _ — -- — �' �7179 — —— BUILDING OFFICIAL DATE INSULATION _ _ ONING ADMINISTRATOR DATE TYPE THICKNESS R-VALUE FLOOR ONING NOTES: EXT.WALLS ROOF HEAT � �� ELEC: GAS: � �I� 1 HEREBY ACKNOWLEDGE THAT 1 HAVE SOLAR: WOOD: READ THIS APPLICATION AND STATE THAT THE ABOVE IS CORRECT AND AGREF. TO COMPLY VAIL WATER&SAN.DIST.TAP FEE: w�Tta ALL TOWN ORDINANCES AND STATE LAWS REGARDING BUILDING CONS7'RUCTION. SPECIAL NOTES: � � — 'O O� NE R CONTRACTOH TOWN OF VA I L BUILDING , Z PLllMBING B U 1 L 0 I N G P E R M 1 T Q MECHANICAL � � ELECTRICAL � Q i � L > JOB NAME (�I�„� J4 !a +2✓1� t � � OTHER DATE OF APPLICATION � �.�y �g %�j TOTAL �� ¢ NAME (�"� � w Z MAIL ADDRESS � O CITY 1 � NAME r ('�� f- Z Q MAIL ADDRESS re O oC V ~ CITY jQ.� L-.+ U NAME w H = MAIL ADDRESS U ¢ Q CITY J � y LOT BLK w w � O TRACT PH. �-,�+: ,v � PH.�/1_a-IL PH. FILING 1.TYPE OF CONSTRUCTION I 11 III IV V I HR T � 2.OCCUPANCY GROUP A B C D E F G H I J 1 L ` DIVISION 1 2 3 4 3.USE ZONE ENERAL DESCRIPTION OF WORK /c� �� z ��, . � 1 .�. 1 n 1 i _ Me ptlmery/vail � PLAN NUMBER TYPE OF OCCUPANCY � AMOUNT � EXITS REQ. TOTAL FLOOR AREA CLASS OF WORK TOTAL LOT AREA NEW( 1 ALTERATION � ADDITION ( 1 REPAIR ( � FLOOR AREA RATIO USE OF BUILDING SQ. FT.OF BLDG. HEIGHT IN FT. OFF ST.PARKING NO.OF STORIES SETBACKS OFF ST.LOADING NO.OF LIVING UNITS FRONT EASEMENTS CONDO. Y" LODGE SIDE (R) (L) SQ. FT.COMMERCIAL REAR VARIANCE TYPE OF HEAT WATER( 1 FORCED AIR ( 1 ELEC( 1 UNIT( 1 COVERING EXT.WALLS INT.WALLS SPECI FI ED FIRE SPRINKLERS WET STANDPIPE DRY STANDPIPE COMB.STANDPIPE SMOKEPROOFENCLOSURE AREA SEPARATION OCCUPANCYSEPARATION SOILTEST SURVEY SPECIALINSPECTOR ROOF YES I NO FEES BUIIDING PERMIT PLAN CHECK FEES PLUMBING MECHANICAL ELECTRICAL CLEAN UP DEPOSIT COVERED � UNCOVERED DATE APPLICATION�� ACCEPTED � •�. PLAN CHECK APPROVAL OTHER RMIT�}` � TOTAL _�?/,(`��j�/ 11 �+ I HEREB NOWLEDGE THAT I HAVE //��G�J� READ THIS APPLICATION AND STATE THAT THE Y 7 �� ABOVE IS CORRECT AND AGREE TO COMPLY �� WITH ALL TOWN ORDINANCES AND STATE LAW RE R UILD NG CONSTRUCTION. t S[GNATURE OF OWNER O CONTRACTOR � . , ' � ��✓ . . • i E � t � �� y � to�n o uail box 100 department of community development vail, colorado 81657 (303) 476-5613 February 16 , 1978 Elwyn F. Schaefer Cook, Gilles & Schaefer 1135 Petroleum Club Building Denver, Colorado 80202 Re : Enzian_ Lodge Dear Mr. Schaefer: This letter is to confirm my discussion with Dave Omera and Marilyn Mowry regarding the purchase and the condominiumization of Enzian Lodge. The Town will approve the purchase without requiring resubdivision so long as the purchase is in accord � with condominium map and declarations filed in 1974 . The units may be condominiumized and time-shared without Town approval ; however, we would like to review the condominium map and declarations prior to filing. Any remodeling contemplated will require zoning approval and building permits ; kitchen facilities may not be added to any of the units nor may the number of units be increased. If you have any questions , please feel free to contact me . Smil , ` � � �� ana S . Toughill oning Administrator DST/di } cc: Ed Drager Dave Omera ' • �� .. � � . .. ^ f CONDOMINIUM DECLARATION , ENZZAN AT VAIL CONDOMINIUMS ARTICLE I -- RECITALS ,1.1 Enzian at Vail, Inc. ("Declarant") , a Colorado corpo- � ration, is the owner•of certain real property (the "Land") located ; in Eagle County, Colorado, described upon Exhibit A attached hereto ` �nd by reference incorporated herein. � 1.2 Declarant has constructed on the Land certain improve- i ments, including two buildings, each containing six separately designated living units. Declarant desires to create, under the Condominium r Ownership Act of the State of Colorado, condominivai ownership of z separate leasehold estates in the Land described in Exhibit A and fee title ownership in the improvements constructed thereon. 1.3 Declarant hereby publishes and deciares that the following s terms„covenants, conditions, easements, restrictions, uses, :imitation, ' and ob�igations shall be deemed to run with the Land and shall be a t burden and a benefit to Declarant, its successors and its assigns and F to any other person or entity acquiring in any manner or owning any E interest in the Land or improvements thereon and to their successors, heirs, executors, administrators, devisees, or assigns. ARTICLE II -- DEFINITIONS � 2.1 "Aggregate Ownership Interest" of a group of Owners �:� means the summation af the respective percentage.interests, as set forth - in Exhibit B hereof, to those Owners. � • 2.2 "Association" means Enzian Homeowners Association, a � Colorado nonprofit corporation, its successors and its assigns, organized as provided herein. 2.3 "Building" means the two buildings constructed on the - Land pursuant to this Declaration. 2.4 "Common Ll��ments" mc.ins Lhc cntiri: Project excepting all Units, as such terms are defined below. 2.5 "Condominium" means a separate interest in a Unit, t together with an undivided interest in common in the Common Elements x (expressed as a percentage of the entire ownership interest in the � Common Elements) as set forth in Exhibit B attached hereto and by this �: reference made a part hereof, together with an undavided percentage � leasehold interest in the Land. 2.6 "Declaration" means this Condomini� Declaration, to- � gether with any supplment or amendment thereto which has been recorded k in the Office of the Clerk and Recorder of Eagle County, Colorado. 2.7 "Declarant" means Enzian at Vail, Inc. , its successors or its assigns. 2.8 "General Common Elements" means all Common Elements excepting all Limited Common Elements as defined below. 2.9 "Land" means the undivided leasehold interests in the real property described in Exhibit A attached hereto. . '�r► �r/'' ' 2.10 "Lease or Master Lease" means and refers to the form of lease attached hereto as Exhibit C. Each condomimium owner shall execute as lessee a lease in the form of Exhibit C and shall thereby own an undivided percentage leasehold interest in the subject property described in Exhibit A, which leasehold interest shall be appurtenant to and- inseparable from the separate Condominium transferred and con- veyed by the Declarant. 2.11 "Limited Common Elements" means those Common Elements, � the use of which is 2imited to an Owner or fewer than all Owners. � 2.12 "Map" means the Condominium Map for Enzian at Vail Condominiums consisting of a map of the Land showing a survey and leqal description thereof, the location of the Building with respect to the boundaries of the Land, together with diagrammatic floor plans of the Building showing the boundaries of each Unit within the Building, including horizontal and vertical locations and dimensions of all boundaries of each Unit, Unit numbers identifying the Units, together with such other information as may be included thereon in the discretion of the Declarant. � 2.13 "Mortgagee" means any person or other entity, or any successor to the interest of such person, or entity, named as the ' mortgagee, trust beneficiary, or creditor under any recorded mortgage, Deed of Trust, or other security instrument by which a Condominium or any part thereof is encumbered. 2.14 "Owner" means any person o� entity or any combination '. thereof, including Declarant, holding record title to a Condominium. • The term "Owner" shall not refer to any Mortgagee, as herein defined, ; unless such Mortgagee has acquired title pursuant to foreclosure or any proceeding in lieu of foreclosure. - � 2.15 "Project" means the leasehold interests in the Land and ; all buildings and other improvements located on the Land and all rights, easements, and appurtenances belor�ging thereto. ; 2.16 "Unit" means that space bounded by the interior surfaces of the perimeter walls, floors, ceilings, windows, and doors t'�ereof and the interior surfaces of built-in fireplaces, all as shown on the � Map to be filed for record, together with all nonbearing walls, fix- '. tures, and improvements therein contained. However, the following are not part of a Unit: foundations, perimeter and bearing walls, columns, beams, floors, ceilings, and roofs (except for the surfaces thereof interior to the Unit) ; chutes, shafts, central heating equipment, �;. reservoirs, tanks, pumps, pipes, vents, ducts, flues, conduits, wires, garages, and other utility installations and services used by more than one Unit wherever located, except the outlets thereof when iocated within the Unit. The interior surface of a perimeter window or door means the position at which such surface is located when such window or door is closed; the physical windows and doors themselves are part � of the Common Elements. 1 ARTICLE III -- CONDOMINIUM MAP 4 � 3.1 The Map of the Land and of the improvements thereon � ; shall be filed for zecord in the office of the Clerk and Recorder of '� Eagle County, Colorado. The Map depicting the Units shall not be � '? filed for record until the building in which the Units are located i has been substantially completed in order to permit the location ` thereof, both horizontally and vertically. The tdap shall be filed for � ' record prior to the conveyance of a Unit to a purchaser. The Map shall s _2_ � � � --- j - --__ .. _-- --- -- ___ _ _._ � � � � . . � clepict and show al lcnst thc f.olluwin�7: tl�c legal cf��scriE�tion of the Land and a survey thereof; the location of the Building and all other improvements built on the Land; the floor and elevation plans, the location of the Units within the Building, both horizontally and vertically; the thickness of the common walls between or separating the Units or any other portion of the Building; the Iocation of any structural components or supporting elements of the Building; and the Uriit designations. The Map shall contain the statement of a registered land surveyor, professional engineer and/or licensed archi- tect, certifying that the Map substantially depicts or describes the following: the location and the horizontal and vertical measurements of the Building and the Units, the Unit designations, the dimensions pf the Units, the elevations of the unfinished floors and ceilings as constructed, and the Building name, and that such Map was prepared subsequent to substantial completion of the improvements. 3.2 In interpreting the Map, the existing physical boundaries of each separate Unit as constructed shall be conclusively presumed to be its boundaries. 3.3 Declarant reserves the right to amend the Map from time to time, to conform same according to the actual location of any of the constructed improvements and to establish, vacate, and relocate outside the Building, utilit}• easements, access road easements, and • parking areas. ; ARTICLE IV -- CONDOMINIUM DESCRIPTION AND CONVEYANCE t 4.1 The Condominium ownership shall consist of the leasehoid interest of the Owner in the Land, together with fee simple title in the Unit, and an undivided percentage interest in the Common Elements as shown upon Exhibit B. Conveyance of a Condominium shall be accomp- lished by: i (a) Deed conveying a Condominium (air space and General Common Elements; (b) Execution by lessor and lessee of the Lease (Exhibit C) . Both instruments ,shall be duly recorded with the Clerk and � Recorder of the County of Eagle, State of Colorado. The initial Deed � may cc�ntain such reservations, excc�j�t:ions <ind exclu:;ions as Ucclar��nt may deem to be in the best interests of all Owners and the Association, � including a description of the use of any Limited Common Elements. Thereafter, any instrument of conveyance or otherwise affecting title � to each Condominium may describe that Condominium by the number shown on the Map with the appropriate reference to the Map and to this Declaration in the following manner: Condominium No. as shown on the Condominium Map for Enzian at Vail Condominiums filed with the Clerk and Recorder of Eagle County, Colorado, on , 197 as Reception No. and as defined and described in the Condominium Declaration similarly filed on , 197 as Reception No. , together with the lease- hold interest appurtenant to said Condominium as evi- : denced by that certain Lease recorded on , 197 in book at page of the records ; of the Clerk and Recorder of Eagle County, Colorado. 4.2 Such description shall be construed to describe the Unit, � together with the appurtenant undivided interest in the Common Elements, the Limited Common Elements, and the undivided percentage leasehold � interest in and to the Land, and to incorporate all the rights incident � to ownership of a Condominium and all the limitations and encumbrances � on said ownership as described in this Declaration. The description � shall also be deemed to constitute an assumption by the grantee of all obliga�ions under the Lease. -3- - . ; _-- --- � - - -- -- __ _ . � � . • • � � � � ' ARTICLE V -- NA1'URE OF OWNERSIIIP ' — -------._`_ _ �. 5.1 Division. The Project is hereby divided into twelve . (12) Condominiums, each consisting of a separate fee simple interest in a Unit and an appurtenant undivided interest as tenant in common � in the Common Elements in accordance with the attached Exhibit B, � together with an undivided leasehold interest in the Land. The per- � centage of ownership interest in the Common Elements for purposes of tax assessment and for purposes of liability shall be the same as set F forth in Exhibit B. Title to each Condominium is hereby made subject � to the terms and conditions hereof, which bind the Declarant and all t subsequent Owners, whether or not it be so expressed in the deed by � which any Owner acquires his Condominium. ' 5.2 Taxation. Declarant shall give written notice to the ,. Assessor of Eagle County, Colorado, of the creation of condominium e�- ownership of the Project, as is provided by law, so that each Unit and the undivided interest in the Common Elements appurtenant thereto, �.-� shall be deemed separate parcels and subject to separate assessment and taxation. � 5.3 Owning Entity. A Condominium may be held and owned by more than one person or entity as joint tenants or as tenants in common, � or in any other form of real property tenancy recognized under the laws � of Colorado. ! 5.4 Inseparability. No part of a Condominium or of the legal rights comprising� ownership of a Condominium may be separated �+' from any other part thereof during the period of condominium ownership •~� prescribed herein, so that each Unit and the undivided interest in the Common Elements and the leasehold interest anpurtenant to such Unit shall always be conveyed, devised, encumbered, and otherwise affected only as a complete Condominium. Every gift, devise, bequest, transfer, r� � encumbrance, conveyance or other disposition of a Condominium or any � part thereof shall be presumed to affect the entire Condominium, to- i gether with all appurtenant rights created by law or by this Declaration. ` 5.5 Partition. Neither an Owner, a group of Owners, nor � i the Association shall have the right .to combine, divide, or partition � any Unit or Units, and in taking title to any Unit the Owner thereof � � , shall be deemed to h,ave waived any and all rights to combine, divide, or partition. The General Common Elements shall be owned in common � by all of the Owners and shall remain undivided, and neither an Owner, � � ' a group of Owners, nor the Association shall bring any action for par- `" } tition or division of the General Common Elements. ; 5.6 Riqht to Combine Units. Declarant reserves to itself the � � right to combine physically all or part of the area or space of one � IInit with area or space of one or more adjoining Units. Such combi- nation shall not prevent separate ownership of such Condominiums in the future. Declarant reserves the right to designate and convey to any j purchaser of such combined Units as additional Limited Common Elements i any walls, floors, or other structural separations between Units so � .� combined or an y s pace which would be occu pied b y such structural se pa- rations but for the combination of the Units. Such structural sepa- rations and such space shall automatically become General Common Elements if the combined Units become sub�ect to separate ownership in the future. - � s: ; 5.7 Use of Common Elements. Subject to the limitations con- _ tained in this Declaration, each Owner shall have the non-exclusive right to use and enjoy the General Common Elements and shall have the E exclusive right to use and enjoy the Limited Common Elements designated � for exclusive use by such Owner. Owners of adjacent Limited Commen � Elements shall have a reciprocal easement over the respective adjacent Common Elements for purposes of ingress, eqress and access to their � ± respective Limited Common Elements. There shall be no obstruction of the General Common Elements, nor shall anything be kept or stored on any � � , -4- _� �. -__'__. -_""'. _._ . ____ . ' ".__ � i +i Y ; • � � part of the General Common Elements without the prior written consent of the Association, except as specifically provided herein. No re- striction, impairment, or interference with any right of ingress or egress provided for in this Declaration shall be permitted at any time without the prior written consent of the Owner thereof. Regarding the General Common Elements, nothing shall be altered, constructed, or removed except upon the prior written consent of the Association. 5.8 Ingress and Egress and Support. Each Owner shall have the right to ingress and egress over, upon, and across the General Common Elements necessary for access to his Unit and to the Limited ' Common Elements designated for use in connection with his Dnit, and shall have the right to the horizontal and lateral support of his Unit. Such rights shall be appurtenant to and pass with the title to each Condominium. ARTICLE VI -- EASEMENTS 6.1 Association Use. The Association shall have a non- exclusive easement to make such use of the General Common Elements as may be necessary cr appropric �e to perform the duties ar.d functions which it is obligated or permitted to perform pursuant to this Decla- ration, including the right to construct and maintain in the General Common Elements maintenance and storage facilities for use by the Asso- ciation or for use by the Owners of particular Units. 6.2 Access for Maintenance. Some of the Common Elements may be located within the Units or may be conveniently accessible only through the Units. The Owners of other Units shall have the irrevocable right, to be exercised by the Association as their agent, to have access to each Unit and to all Common Elements from time to time during such reasonable hours as may be necessary for the maintenance, repair, or • replacement of any of the Common Elements located therein or accessible therefrom or at any time as may be necessary for making emergency repairs � to prevent damage to the Common Elements or to another Unit. The Asso- � ciation shall also have such right independent of any agency relation- ship. Damage to the interior of any oart of a Unit resulting from the � maintenance, repair, emergency repair, or replacement of any of the Common Elements or as a result of emergency repairs within another Unit, at the instance of the Association or of an Owner, shall be an expense of all of the� OwnerS. itowever, if sucti damage is thc result o£ nec3li- gence of Che Owncr of a Unit, then such Owner shall be financially responsible for all of such damage. Such clamage shall be repaired and the property shall be restored substantially to the same condition as existed prior to damage. Amounts owing by Owners pursuant hereto shall be collected by the Association by assessment. 6.3 Encroachments. If any part of the Common Elements en- croach or shall hereinafter encroach upon a Unit or Units, an easement for such encroachment and for the maintenance of the same shall and does exist. If any part of a Unit encroaches or shall hereafter eneroach upon the Common Elements or upon an adjoining Unit or Units, an easement � for such encroachment and for the maintenance of the same shall and does exist. Such encroachments shall not be considered to be encumbrances affecting marketability of title to any Condominium. Encroachments referred to herein include, but are not limited to, encroachments caused by settling, rising, or shifting of the earth or by changes in position caused by repair or reconstruction of the Project or any part thereof. 6.4 Utility Easements. The DEClaranti and the Association shall have the right to grant easements for utility purposes over, upon, -5- i � � � . ; � . � � � � ' across, under or through any por.tion of ttie Common Elements, and each � ; Owner hereby irrevocably appoints this Association as attorney in fact � for such purpose. � ' 6.5 Construction. Declarant, and persons it shall select, � shall have the right to ingress and egress over, upon, and across the � _ Common Elements, the right to store materials thereon and to make such t other use thereof as may be reasonably necessary incident to complete f the Project. ARTICLE VII -- MECHANIC'S LIENS � ' .. t i 7.1 No labor performed or services or materials furnished in or for a Unit with the consent of or at the request of an Owner or his t� agent or his contractor or subcontractor shall be the basis for the filing � of a lien against the Condominium of any other Owner, against any part 5 '� thereof, or aqainst any other property of any other Owner, unless such other Owner has expressly consented to or requested the same, or against ` { the Common Elements. Such express consent shall be deemed to have been :�' * given by the Owner of any Condominium in the case of emergency repairs � thereto. Labor performed or services or materials furnished for the � Project, if duly authorized by the Association, shall be deemed to be � performed or furnished with the express consent of each Ow�.er. Any . Owner may remove his Condominium from a lien against two or mc�e Con- � ; dominiums or any part thereof by payment to the holder of the lien of � � the fraction of the total sum secured by such lien which is attributable to his Condominium. # , ARTICLE VIII -- USE OF CONDOMINIUMS y � S.1 Residential. Each Unit shall be used for residential � - purposes only, and no trade or business of any kind may be carried on � , therein. Lease or rental of a Unit for lodging or residential purposes a shall not be considered to be a violation of this covenant. � �' "'� 8.2 Prohibitions. Nothing sha11 be done or kept in any Unit i or in the Common Elements or any part thereof which would result in the �_ ;� cancellation of the insurance on the Project or any part thereof or i � increase the rate of the insurance on the Project or any part thereof " � over what the Association, but for such activity, would pay, without ; ;.� the prior written consent of the Association. No operation or activity , � shall be permitted by an Owner or another within or upon any portion of � the Project which will violate the provisions of any applicable statute, _1 rule, ordinance, regulation, permit, or other validly imposed require- ' ment of any governmental body or the �3ylaws or the reasonable rules and � regulations of the Association or any applicable protective restrictions � and covenants. No damage to or waste of the Common Elements or any part � thereof shall be committed by any Owner or any invitee of any Owner and . each Owner shall indemnify and hold the Association and the other Owners ' harmless against all loss resulting from any such damage or waste caused ,' ? by him or his invitees. 4,- 3 8.3 Maintenance. Each Owner shall have the right and the t �' obligation to keep the interior of his Unit, including without limi- tation the personal property, permanent fixtures, appliances, and the � heaters therein, including the electric heat panel in the ceiling; all ` � doors and all interior and exterior window surfaces; the interior non- � supporting walls; and the materials (such as but not limited to plaster, = gypsum drywall, paneling, wallpaper, paint, wall and floor tile, and ' flooring, but not including the subflooring) providing the interior ° � finished surfaces of the perimeter walls, ceilings, and floors of the � '"� Unit in a clean, sanitary, and attractive condition and in good state ? of repair and shall keep the Limited Common Elements designated for � use in connection with his Unit in clean, sanitary, and attractive =' ' condition. The Owner shall be responsible for repair and replacement � of all interior and exterior glass surfaces. � !. c. The Owner shall not be responsible for lines, pipes, wires, � a t 3 -6- :� `s - — . ---- ----- - - _ _. _ . ...-------—— � ' . . � � ' conduits, or systems running through his Unit which serve one or more other Units except as a tenant in common with the other Owners. The � right to repair, alter, and remodel shall carry the obligation to re- � place any finishing or other materials removed with similar or other types or kinds of materials. 8.4 Structural Alterations. No structural alterations to any . • Unit shall be made, and no plumbing, electrical, or similar work within � or upon the Common Elements shall be done by any Owner without the prior ; written consent of the Association. An Owner may do such work as may � be appropriate to maintain and repair Limited Common Elements appurtenant � ` to such Owner's Unit without violating this provision. ( ARTICLE IX -- ASSOCIATION ORGANIZATION � 9.1 Membership. Enzian Homeowners AssoCiation is a cor- � poration organized under the Colorado Nonprofit Corporation Act. Every � Owner shall be entitled and required to be a member of the Association. An Owner shall be entitled to one membership for each Condominium owned � by him. The memberships in the Association may not be transferred except � in connection with the transfer of a Condominium. However, the rights ` of inempership may be assigned to a Mortgagee as further security for a loan secured by a lien on a Cc.idominium. � 9.2 Voting Rights. The total number of votes which may be �� cast by the members of the Association shall be as set forth in the � Articles of Incorporation and Bylaws of the Association. 9.3 Transfer. Except as otherwise expressly stated herein, _ � any of the rights, interests, and obligations of the Association set �° . forth herein or reserved herein may be transferred or assigned to any i� other person or entity; provided, however, that no such �ransfer or � assignment shall relieve the Association of any of the obligations set t • forth herein. Any such transfer or assignment shall not revoke or =� • change any of the rights or obligations of any Owners as set forth herein. � � 9.4 Recreation Facilities. Membership in the Association " shall entitle a Member and the Member's family and guests the right to use the swimming pool to be constrUCted upon land owned by the Declarant adjacent to the Project, upon such bases and subject to such � rules and regulations as the Declarant may from time to time prescribe. - The Members shall be subject to a reasonable assessment for the use of 'Q the facilities, which assessment shall be levied and collected by the e Association in accordance with the provisions of Article XI hereof. �; � 9.5 Amplification. The provisions of this Article are ampli- � , fied by the Articles of Incorporation of the Asso.ciation and by the , Bylaws of the Association; provided, however, that no present or future provision of such Articles of Incorporation or Bylaws shall substantially = alter or amend any of the rights or obligations of the Owners set forth herein. ARTICLE X -- ASSOCIATION FUNCTIONS 10.1 Common Elements. The Association, subject to the rights of the Owners set forth in Article V hereof, shall be responsible for � the exclusive management and control of the Common Elements and all - improvements thereon (including furnishings and equipment related thereto) and shall keep the same in good, clean, attractive, and sanitary con- £ dition, order, and repair, subject, however, to the obligations of the Owners set forth in paragraph 8.3 hereof. The Association shall be re- sponsible for the maintenance and repair of exterior surfaces of the -7- � . � � Building and other improvements locsted on the Project, including with- � out limitation the paintinq of the same as often as necessary, the re- � placement of trim and caulking, the maintenance and repair of roofs, � _ the maintenance and repair of other Common Elements, including utility lines, areas for access to any automobile parking structures, and all � other improvements or materials located within or used in connection � with the Common Elements. The Association shall maintain in a proper, - first-class manner all landscaping and natural vegetation constituting ' part of the Common Elements, including assuring the preservation of s good visual continuity between landscaped areas and natural vegetation. ; The specification of•duties of the Association with respect to parti- r cular Common Elements shall not be construed to limit its duties with f 'respect to other Common Elements as set forth in the first sentence in � this paragraph. The cost of such management, mainter�ance and repair by , the Association shall be borne as provided in Artic2e XI. 10.2 Miscellaneous Services. The Association may obtain and pay for the services of any person or entity to manage its affairs, or t any part thereof, to the extent it deems advisable, as well as such z other personnel as the Association shall determine to be necessary or # desirable for the proper operation of the Project, i+hether such personnel are furnished or employed directly by the Association or by any person = or entity with whom or which i' contracts. The Association may obtain �~ and pay for legal and accounting services necessary or desirable in E connection with the operation of the Project or the enforcement of this , Declaration. The Association may arrange with others to furnish elec- trical, water, sewer, trash collection services, and other common services . to each Unit. � � 10.3 Personal Property for Common Use. The Association may acquire and hold for the use and benefit of all of tl�e Owners tangible �y . and intangible personal property and may dispose of the same by sale or ic.; otherwise, and the beneficial interest in any such p�operty shall be �: � deemed to be owned by the Owners in the same proportion as their respec- _ tive interests in the Common Elements. Such interes�. shall not be transferable except with the transfer of a Condominium. A transfer of ` � a Condominium shall transfer to the transferee ownership of the trans- feror's beneficial interest in such property without any reference - � thereto. Each Owner may use such property in accordance with the purpose t for which it is intended, without hindering or encro�ching upon the ' lawful rights of other Owners. The transfer of title to a Condominium k ' under for.eclos�rr_ shall enL-itle thc purchaser to tttc� inter.cst in such t personal property associated with the forecloscd Condominium. i � r- 10.4 Rules and Re�ulations. The Association may make reasonable s rules and regulations governing the use of the Units and of the Common ` Elements, which rules and regulations shall be consistent with the rights ` and duties established in this Declaration. Such ruies and regulations may include, without limitation, assignment of particular portions of K storage areas within the Common Elements for exclusive use by Owners of particular Units, and may also make uniform rules with respect to the � . exterior appearance of the materials used to cover window surfaces inside s: . each Unit, such as uniform white lining for all drapery materials. The � Association may suspend any Owner's voting rights in the Association � . during any period or periods during which such Owner fails to comply F with such rules and regulations, or with any other obligations of such Owner under this Declaration. The Association may also take judicial � action against any Owner to enforce compliance with such rules, regu- Q lations, or other obligations or to obtain damages for noncompliance, . all to the extent permitted by law. 10.5 Zmplied Rights. The Association may exercise any other ; right or privilege given to it expressly by this Declaration or by law, � and every other right or privilege reasonably to be implied from the � existence of any right or orivilege given to it herein or reasonably necessary to effectuate any such right or privilege_ i ; -S- • � ; . � • � . ARTICLE XI -- ASSOCIATION ASSESSM�NTS 11.1 Agreement to Pay Assessments. Declarant, for each Con- dominium owned by it within the Pro�ect, hereby covenants and agrees, and each other Owner of any Condominium by the acceptance of a deed � therefor, whether or not it be so expressed in the deed, shall be deemed to covenant and agree with each other Owner and with the Association to pay to the Association periodic assessments made by the Association for the purposes provided in this Declaration and special assessments for capital improvement� and other matters as provided in this Declaration. Such assessments shall be fixed, established, and collected from time �to time in the manner provided in this Article. 11.2 Total Amount of the Periodic Assessments. The total of the periodic assessments against all Condominiums shall be based upon advance estimates of cash requirements by the Association to provide for the payment of all estimated expenses growing out of or connected with the maintenance and operation of the Common Elements or furnishing electrical, water, sewer, trash collection, and other common services to each Unit. Such estimates may include, among other things, expenses � for the following: man3gement; taxes and special assessments until the k Condominiums are separately assessed as provided herein; all ir.�urar.ce E which�the Association is required or permitted to maintain pursuant � hereto; landscaping and care of grounds; common Iighting and heating; � water service; trash collection;. sewer service; repairs and maintenance; Association employee wages; legal and accounting fees; any deficit R remaining from a previous period; the creation af reasonable contingency, reserve, surplus, or sinking funds; and any other expenses and liabilities which may be incurred by the Association for the benefit of the Owners under or by reasori of this Declaration. ' 11.3 Apportionment of Periodic Assessments. Such total of the periodic assessments as determined under the preceding paragraph � shall be apportioned among all Owners in proporation to the respecLive interests in the Common Elements set forth in Exhibit A. � 11.4 Notice of Periodic Assessments and Time for Payment � Thereto. The Association shall make the periodic assessments, which , assessments shall be annually, quarterly, or monthly as the Association ; shall from time to time determine. The Association may, in its dis- � cretion, allow assessments to be paid in installments. Written notice i of assessment shall be given to each Owner, which notice shall specify � the amount of the assessment and the date or dates of payment of �he � same. No payment shall be due less than fifteert (15) days after the � said written notice has been given. Each periodic assessment shall bear interest at the rate of eight percent (8�) per annum from the date it , becomes due and payable if not paid within thirty days after such date. Failure of the Association to give timely nbtice of any assessment as provided herein shall not affect the liability of the Owner of any Con- dominium for such assessment, but the date when payment shall become due in such a case shall be deferred to a date fifteen days after such notice . � shall have been given. E: 11.5 Special Assessments for Capital Improvements. In addition to the periodic assessments authorized by this Article, the Association may levy at any time a special assessment, payable over such a period as the Association may determine, for the purpose of defraying in whole or in part, the cost of any construction or reconstruction, unexpected repair or replacement of the Project of any part thereof, or for any other expense incurred or to be incurred as provide3 in this Declaration. ; This paragraph shall not be construed as an independent source of autho- � rity for the Association to incur expenses, but shall be construed to � prescribe the manner of assessing for expenses authorized by other pro- visions hereof. Any amounts assessed pursuant hereto shall be assessed -9- - ___ � • � . � � � to Owners in proportion to the interest in the Conunon Elements owned by each. Notice in writing of the amount of such special asses�ments � and the time for payment thereof shall be given promptly to the Owners, � and no payment shall be due less than thirty days after such notice :' shall have been given. A special assessment shall bear interest at the r 2 rate of eight percent (8$) per annum from the date it becomes due and � payable if not paid within 30 days after such date. 11.6 Liens for Assessments. (a) All sums assessed to any Condominium pursuant to this ' A=ticle, together with interest thereon as provided herein, shall be � secured by a lien on such Condominium in favor of the Association upon .3 recordation of a notice of assessment as herein provided. Such lien ; shall be superior to all other liens and encumbrances on such Condominium , except for: valid tax and special assessment liens on the Condominium 's in favor of any governmental assessing authority; a lien for all sums unpaid to a Mortgagee, including all unpaid obligatory advances to be _ made pursuant to such mortgage and all amounts advanced pursuant to such mortgage and secured by the lien thereof in accordance with the terms of such instrument; the labor of materialmen's liens, to the extent re- � quired.- by law. All other lienors acquiring liens on any Condo^+.inium 4 � after t:�is Declaration shall have been recorded in said records shall ; ; be deemed to consent that such liens shall be inferior liens to future �'- �� liens for assessments as providec� herein, whether or not such consent � be specifically set forth in the instruments creating such liens. �: ;� k � � (b) To create a lien for sums assessed pursuant to this �' � s Article, the Association may prepare a written notice of assessment � setting forth the amount of the assessment, the date due, the amount - remaining unpaid, the name of the record Owner of the Condominium and = -� a description of the Condoininium. Such a notice. shall be signed by the _ � Association ane� may be recorded in the office of the Clerk and Recorder __ of Eagle County, Colorado. No notice of assessment shall be recorded � until there is a delinquency in payment of the assessment. Such lien � � may be enforced by sale by the Association after failure of the Owner f to pay such an assessment in accordance with its terms, such sale to ; � be conducted in the manner permitted by law in Colorado for the exercise • x. of power of saTe in deeds of trust or in any other manner permitted by �: � law. In any such foreclosure, the Owner shall be required to pay the ;�: � costs and cxp�n::��s of such prxe��lin��, �}�c cost.s and expenses of filinc7 • � thr_ naticc of assessmcnt and all. rc,.ison�blc ,��torncys' fccs. All such = costs and expenses shall be secured by the lien being foreclosed. 'Phe � Owner shall also be required to pay to the Association any assessments • � against the Condominium which shall become due during the period of ! foreclosure. The Association shall have the right and power to bid at _ # the foreclosure sale or other legal sale and to acquire, hold, convey, ' • lease, rent, encumber, use, and otherwise deal with the same as the Owner � thereof. �' � �. y (c) A further notice stating the satisfaction and release of any such lien shall be executed by the Association and properly recorded in Eagle County, Colorado, upon payment of all sums secured by a lien � r which has been made the subject of a recorded notice of assessment. { -� . (d) Any encumbrancer holding a lien on a Condominium may pay, ; but shall not be reguired to pay, any amounts secured by the lien created � by this paragraph 11.6, and upon such payment such encumbrancer shall be _ { subrogated to all rights of the Association with respect to such lien, � including priority. ` � � (e) The Association shall report to any encumbrancer of a � Condominium any unpaid assessment remaining unpaid for longer than ninety y t (90) days after the same shall have become due; provided, however, that � -10- -- - - _- -- -- -- -_� ---- -- ---- � i . ' � � . such encumbrancer first shall have furnished to the Association written notice of such encumbrance. (f) Unless sooner satisfied and released or the enforcement thereof initiated as provided earlier in this paragraph 11.6, any lien � created pursuant thereto shall expire and be of no further force or effect one year from the date of recordation of said notice of assess- ment; provided, however, that said one year period may be extended by the Association for not to exceed one additional year by a written ex- tension signed by the Association and recorded in the office of the � �lerk and Recorder of Eagle County, Colorado, prior to expiration of �µ said first one-year period. 11.7 Personal Obligation of Owner. The amount of any periodic or special assessment aganst any Condominium shall be the personal obligation of the Owner thereof to the Association. Suit to recover a � money judgment for such personal obligation shall be maintainable by � the Association without foreclosing or waiving the lien securing the �' same. No Owner may avoid or diminish such personal obligation by waiver �- of the use and enjoyment of any of the Common Elements or by abandon- ment of his Condominium. 11.8 Statement of Account. Upon payment of a reasonable fee t.1 not to exceed $25.00 and upon written request of any O�mer, Mortgagee, � � prospective Mortgagee, or prospective purchaser of a Condominium, the a�; , Association shall issue a written statement setting forth the amount of ; the unpaid assessments, if any, with respect to such Condominium, the s-:; amount of the current periodic assessment and the date that such assess- r_ ment becomes or became due, credit for advanced payments or prepaid items, � i - including, but not limited to, an Owner's share of prepaid insurance premiums; which statement shall be conclusive upon the Association in �: `� favor of persons who rely thereon in good faith. Unless such request �_ ;,� for a statement of account shall be complied with within twenty (20) days, = `Y all unpaid assessments which became due prior to the date of making such request shall be subordinate to the lien of a Mortgagee which acquired its interest subsequent to requesting such statement. Where a prospective purchaser makes such request, both the lien for such unpaid assessments and the personal obligation of the purchaser shall be released auto- Y-? -j matically if the statement �is not furnished within the twenty-day period provided herein and if thereafter an additional written request is made a by such purchaser and is not complied with within ten days and if the �` ,.s purchaser subsequently acquires the Condominium. �' � 11.9 Personal Liability of Purchaser for Assessments. Subject � to the provisions of paragraph 11.8, a purchaser of a Condominium shall ; � be jointly and severally liable with the seller for all unpaid assess- :. .j ments against the Condominium up to the time of the grant or conveyance, � without prejudice to the purchaser's right to recover from the seller the amount paid by the purchaser for such assessments. ARTICLE XII -- PARTY WALLS: RIGHTS AND DUTIES. ' 12.1 Each wall which is constructed as a part of the original construction of the Building, any part of which is placed on the dividing line between separate residence units, shall constitute a party wall. ' With reference to any such wall, each of the adjoining Owners shall ' assume the burdens and be entitled to the benefits of these restrictive ` _, � covenants, and, to the extent not inconsistent herewith, the general ru les o f law regar ding par ty wa l ls s ha l l be app lie d t here to. � 12.2 In the event any such party wall is damaged or destroyed t e through the act of one adjoining Owner, or any of his guests or agents � ; or members of his family (whether or not such act is negligent or other- `-' � wise culpable) so as to deprive the other adjoining Owner of the full fi � t -11- ' � � 3 --- -- -- -----_ _ ..._ _ __._ � , � . � �r/ fir� • use And cnjoymr.�il of :�ucli wull, tt�cn i hc� I'i.r;;t. of �.urh Ownera shall forthwith proceed tc� rebuild and repair the same to as good condition as formerly without cost to the adjoining Owner. � 12.3 In the event any such party wall is damaged or destroyed by some cause other than the act of one of the adjoining Owners, his agents, guests or family (including ordinary wear and tear and deterio- ration from lapse of time) , then in such event, �th such adjoining Owners shall proceed forthwith to rebuild or repair the same to as good condition as formerly at their joint and equal �zpense. 12.4 In addition to meeting the other requirements of these restrictive covenants and of any building code or similar regulations � or ordinances, any Owner proposing to modify, make additions to or re- build his Condominium Unit in any manner which requires the extension or other alteration of any party wall, shall first obtain the written consent of the adjoining Owner. 12.5 In the event of a dispute between Qwners with respect to the repair or rebuilding of a party wall or with respect to the sharing of the cost thereof, then upon written request of one of such Owners addressed to the Association, the matter shall be submitted to arbitration under such rules as may from time to time be ado�ed by the ':ssociation. If no such rules have been adopted, then the matter shall be submitted to three arbitrators, one chosen by each of the Uwners and the third by the two so chosen, or if the two arbitrators canffit agree as to the selection of the third arbitrator� witi�in five dags, then by any Judge . of the District Court of the judicial district ia which the property is ' then located. A determination of the matter sigrred by any two of the � three aibitrators shall be binding upon the Owners, who shall share the cost of arbitration equally. In the event one party fails to choose an , - arbitrator within ten (10) days after receipt of a request in writing for arbitration from the other party, then said o�fier party shall have the right and power to choose both arbitrators. -Pailure of both parties to select an arbitrator shall entitle the Association to cause arbi- tration. Any arbitration award may be filed with the District Court in and for Eagle County and may be enforced as a judgment. 12.6 . These covenants shall be binding n�on the heirs and assigns of any Owners, but no person shall be liable for any act or omission � respecting any party wall except such as took plaee while an Owner. ARTICLE XTII -- INSURANCE ' 13.1 Required Insurance. The Associatign shall obtain and keep in full force and effect at all times the followiag insurance coverages provided by companies duly authorized to do business in Colorado: (a) Casualty Insurance. The Association shall obtain insurance on the Project upon at least an 80� co-insurance �asis of full replace- ment cost without deduction for depreciation and �rith a provision for � inflation of building costs in the event of damag� or destruction from .F the casualty against which such insurance is obtxined, all in the manner � in which a corporation owning similar multiple fa�nily residential { buildings in the vicinity of the Project would, �z the exercise of pru- dent business judgment, obtain such insurance. 5iich insurance shall � include fire and extended coverage, vandalism and malicious mischief, war risk insurance if available and if deemed appropriate by the Asso- ciation, and such other risks and hazards against which the Association shall deem it appropriate to provide insurance protection. The Asso- ciation may comply with the above requirements by the purchase of blanket coverage and may elect such "deductible" provisians as in the Association's opinion are consistent with good business practice. (b) Public Liability and Property Damage Znsurance. The Association shall purchase in such amounts and ia such forms as it deems advisable to provide adequate protection, public liability and ' -12- i , z � � i F, P roperty damage coverage with respect to the activities of the Asso- � � ciation, its directors, officers, members, employees. and agents when � aeting for the Association or in respect to its functions in connection = ; with the ownership, operation, maintenance, and othea use of the Project. � ; i�: �5 (c) Workmen's Compensation and Emplover's Liability Insurance. � The Association shall purchase workmen's compensation and employer's �` ' liability iYisurance and all other similar insurance iin respect of �_` � employees, if any, of the Association in the amounts and in the forms now or hereafter required by law. , � ' (d) Fidelity Insurance. The Association �y purchase, in � such amounts and in such forms as it shall deem apprapriate, coverage 3 against dishonesty of employees, destruction, or disxppearance of money or securities, and forgery. 13.2 Optional Insurance. The Association aay obtain other -��; � types of insurance coverage, but it is not required tn do so, including � without limitation the following: � ;;� (a) Other Project Insurance. The Associa�:ion may obtain �`: � �-. ;, insurance against such other risks, ot a similar or a�ssimilar t•ature, ; as it shall deem appropriate with respect to the Pro��ect, including any s� ;' personal property of the Association located thereoa. �•.j . '� � (b) Public Liability and Property Damage �nsurance. The � "� Association may in its discretion obtain public liahLlity and property �� damage insurance coveruge, in amounts it may select, with respect to �=T an Owner's activities within each individual Unit ant for activities • .� - of the Owner, not acting for the Association, with respect to the Common �" Elements. � � 13.3 Form of Required Insurance. Casualty insurance shall be �-, carried in a form or forms naming the Association the insured as trustee ; for the Owners and the Mortgagees who have notified �he Association of ��. � such mortgages, which policy or policies shall speci�y the interest of _ ,, each Owner, the Owner's name, Unit number, and the a�ourtenant undivided ;� interest in the Common Elements and which policy or �olicies shall pro- � vide a standard loss payable clause providing for pagment of insurance ^-,;" � proceeds to the Association as trustee for the Owners and for such =, � Mortgagees, such proceeds to be used in accordance vi:th this Decla- ;r ration. Each policy shall also provide that it can�t be cancelled by �� either the insured or the insurance company until after thirty days' v} � prior written notice is first g�ven to each Owner a�+d to each Mortgagee. _ ;� ' The Association shall furnish to each Owner who reqme�sts it and to De- ' clarant a true copy of such policy, together with a certi£icate identi- � '� fying the interest of the Owner. A11 policies of i�r�rance shall provide =� that the insurance thereunder shall be invalidated t� suspended only in ? respect to the interest of any particular Owner guilty of breach of 1 warranty, act, omission, negligence, or noncomplia�ae with any provision of such policy, including payment of the insurance �emium applicable to . that Owner's interest, or who permits or fails to pre�vent the happening of any event, whether occurring before or after a loss, which under the provisions of such policy would otherwise invalidate or suspend the = entire policy. All policies of insurance shall provide that the in- �- surance under any such policy as to the interest of all other insured � Owners not guilty of any such act or omission, sha13 not be invalidated `' � or suspended and shall remain in full force and effect. Public lia- i: bility and property damage insurance shall name the Association the =� insured. � 13.4 Owner's Responsibility. Public liability and property ; damage insurance coverage with respect to an Uwner's activities within each individual Unit and for activities of the Owner, not acting for -13- , • � � � � the Association, with respect to the Common Elements, unless the Asso- i ciation pursuant to subparagraph 13.2(b) hereof elects to arrange for �, such insurance, and casualty insurance coverage on items of personal # property placed in the Units by Owners, shall be the responsibility of � the respective Owners. 1 : _ � 4 13.5 Insurance Proceeds. The Association shall receive the proceeds ,of any casualty insurance payments received under policies �' � obtained and maintained by the Association, as trustee for the Owners and mortgagees. The Association shall apportion the proceeds to the portions of the Project which have been damaged and shaZl determine the � amount of the proceeds attributable to damage to the Common Elements. � - To the extent that reconstruction is required herein, the proceeds shall � be used for such purpose. To the extent that reconstruction is not re- ,' quired herein and that there is a determination that the Project shall not be rebuilt, the proceeds shall be distributed in the same manner herein provided in the event of sale of obsolete Units, as set forth in paragraph 15.4. Each Owner and each Mortgagee shall be bound by the F- apportionments of damage and of the insurance proceeds made by the Asso- � • ciation pursuant hereto. ,, 13.6 Owners' Own Insurance. Notwithstandin the rc��isions � 9 P ! of paragra�hs 13.1 and 13.2 hereof, each Owner may obtain insurance at � { his own expense providing coverage upon his Condominium, his personal property, for his personal liability, and covering such other risks .' --� as he may deem appropriate, but each such policy shall provide that it �: does not diminish the insurance carrier's coverage for liability arising �` under insurance polic:ies which the Association obtains pursuant to this .� Article. � ARTICLE XIV -- DAMAGE OR DESTRUCTION �� 14.1 Association as Agent. All of the Owners irrevocably � constitute and appoint the Association their true and lawful attorney � in fact in their name, place, and stead for the purpose of dealing with j ' ,; the Project upon its damage or destruction as hereinafter provided. Acceptance by any grantee of a deed from the Declarant or from any � � Owner shall constitute such appointment. � � 14.2 General Authority of Association. As attorney in fact � the Association shall have full and complete authorization, right, and " ,� power to make, execute and deliver any contract, deed or other instru- �� '' ment with respect to the interest of an Owner which may be necessary =� ; or appropriate to exercise the powers herein granted. Repair and re- � . construction of the improvemenL-s as used in the succeeding subparagraphs mean restoring the Project to substantially the same condition in which : ', it existed prior to damage, with each Unit and the Common Elements having ! substantially the same vertical and horizontal boundaries as before. = t The proceeds of any insurance collected shall be available to the Asso- � ciation for the purpose of repair or reconstruction unless the Owners and all Mortgagees unanimously agree not to rebuild in accordance with ` the provisions set forth hereinafter. In the event any Mortgagee should � not agree not to rebuilc�, the Association shall have the option to pur- - chase such mortgage by payment in full of the amount secured thereby if the Owners are in unanimous agreement not to rebuild. The Association � shall obtain the funds for such purpose by special assessments under � Article XI of this Declaration. 14.3 Estimate of Costs. As soon as practicable after an event " causing damage to, or dcstruction of, any part of the Project, the � j Association shall obtain estimates that it deems reliable and complete �; � of the costs of repair or reconstruction of that part of the Project damaged or destroyed. -14- - - __ _ _ __ _�. _ � . . , . � � " 14.4 ltepair or R�construction. ns soo�� as E�r.acticable aftcr � receiving these estimates the Association shall dilicjently pursue to completion the repair or reconstruction of that part of the Project � , damaged or destroyed. The Association may take al.l necessary or appro- � priate action to effect repair or reconstruction. as attorney in fact for the Owners, and no consent or other action bp any Owner shall be �, necessary in connection therewith. Such repair oa reconstruction shall 5 be in accordance with the original plans and specifications of the Project or may be in accordance wi�h any other plans and specifications �� the AssoCiation may approve, provided that in sucE► latter event the � ` number of cubic feet and the number of square feeC of any Unit may not �' vary by more than five percent from the number of cubic feet and the ` �'; � _ ' number of square feet for such Unit as originally eonstructed pursuant �:: to such original plans and specifications, and the location of the f Building or othes improvements shall be substantially the same as prior 3: to damage or destruction. �. 14.5 Funds for Reconstruction. The proceeds of any insurance � � collected shall be available to the Association for the purpose of repair or reconstruction. If the proceeds of the insurance are in- � sufficient to pay the estimated or actual costs of such repair or recon- �: struction, the Association, pursuant to Article liZ hereof, may levy in � ' adva�ce a special assessment sufficient to provide funds :.o pay such �° estimated or actual costs of repair or reconstruction. Such assessment � � shall be allocated and collected as provided in that Article. . Further �_- . levies may be made in like manner if the amounts collected prove in- f sufficient to complete the repair or reconstruction. 14.6 Disbursement of Funds for Repair car Reconstruction. The insurance proceeds held by the Association and the amounts received from ' ' the assessments provided for in paragraph 14.5 co�stitute a fund for the ' _ - payment of cost of repair and reconstruction after casualty. It shall �,, be deemed that the first money disbursed in pa�Zmemt for cost of repair �' � or reconstruction shall be made from insurance proceeds; if there is a €; � balance after payment of all costs of such repair or reconstruction such -� balance shall be distributed to the Owners in prapartion to the contri- % butions by each Owner pursuant to the assessments by the Association �; -1 under paragraph 14.5 of this Declaration. r ; � 14.7 Decision Not to Rebuild. If all O�►ers and all Mortgag�es agree not to rebuild as provided herein, the Project shall be sold and ` the proceeds distributed in the same manncr herein provir�ed in the event � of sale of obsolete Units, as set forth in paragraph 15.4. In the event - of sale, the then owner and lessor of the real praperty shall have a right of first refusal to purchase upon the same terms and conditions E; : as may be acceptable to the Association from any third party. j. ., , ARTICLE XV -- OBSOLESCENSE j 1 15.1 Plan for Renewal and Reconstructior�. Owners representing ,� an Aggregate Ownership Interest of eighty-five peECent (85$) or more may ` agree that the Project is obsolete and adopt a wriCten plan for the re- ` newal and reconstruction, which plan shall have tt�e unanimous approval ' � of all Mortgagees of record at the time of the ac&xption of such plan. • Written notice of adoption of such a plan shall be given to all Owners. Such plan shall be recorded in Eagle County, Colasado real estate records. � . L 1 r 15.2 Payment for Renewal and ReconstrucCion. The expense of renewal or reconstruction shall be payable by a13 of the Owners as °.'� assessments against their respective Condominiums. These assessments 3� shall be levied in advance pursuant to Article Xi hereof and shall be _ allocated and collected as provided in that ArticZe. Further levies may ; be made in like manner if the amounts collected grove insufficient to complete the renewal and reconstruction. In the event amounts collected t pursuant to this paragraph are in excess of the amounts required for = � ;i 3 -15- � � -- � - - --- _ ____ -- -- ---- - - -- i . , � � . , �✓ � renewal and reconstruction, the excess shall be returned to the Owners by the Association by a distribution to each Owner in an amount pro- ,portionate to the respective amount collected from each such Owner. 15.3 Dissents from the Plan. An Owner not a party to such a plan for renewal or reconstruction may give written notice of dissent to the Association within fifteen (15) days after the recordation of sueh p1an. The Association shall then give written advice of such dissents to all the Owners within five (5) days after the expiration of such fifteen-day period. Within fifteen (15) days of receipt of such notice from the Association, Owners representing an aggregate Ownership ° ' interest of more than fifteen percent (15�) may cancel the plan by � written instrument recorded in Eagle County, Colorado real estate records. If the plan is not cancelled, then the Condominium of each dissenter � shall be purchased according to the following procedures. If the Owner and the Association can agree on the fair market value thereof, then such sale and conveyance shall be completed within sixty (60) days thereafter. If the parties are unable to agree, the date when either party notifies the other that he or it is unable to agree with the other shall be the "commencing date" from which all periods of time mentioned � herein shall be measured. Within ten (10) days following the commencing date,.each party sha21 nominate a qualificd appraiser by wr?tten nomi- � nation and shall give notice of such nomination to the other. If either � party fails to make such nomination, the appraiser nominated shall, � within five days after default by the other party, appoint and associate with him another qualified appraiser. If the two appraisers designated by the parties, or selected pursuant hereto in the event of default of ( one party, are unable to agree, they shall appoint another qualified f appra�ser to be umpire between them, if they can agree on such person. � If they are unable to agree upon such umpire, then each appraiser pre- viously appointed shall nominate two qualified appraisers, and from the E names of the four persons so nominated one shall be drawn by lot by judge ; of any court of record in Colorado, and the person whose name is so � drawn shall be the umpire. The nominations from among which the name E of the umpire is to be drawn by lot shall be submitted within ten (10) � days after the failure of the two appraisers to agree, which, in any event, shall not be later than twenty (20) days following the appoint- E ment of the second appraiser. The decision of the appraisers as to the � fair market value, or in the case of their disagreement, the decision : of such umpire shall be final and binding. The expenses and fees of ` such appraisers shall be borne equal.ly by the Association and the Owner. �� The sale shall be consumated within sixty (60) days after decision of � ' the appraisers, and the Association as attorncy in fact� shall disburse . � the proceeds in the same manner as provided bclow in paragraph 15.4. € The obligation of the Association to make such purchase shall be con- , ditioned on the fair market value of the Condominium exceeding the { obligations secured by liens on such Condominium, and upon the market- t ability of the title of the Owner. Owner shall furnish the Association ' an appropriate abstract of title or commitment for title insurance evi- dencing marketability of his title not less than fifteen (15) days prior to the date set for completion of the sale. The Association, pursuant to Article XI hereof, may levy a special assessment sufficient to provide funds to pay for the Condominiums of the dissenters, provided that such assessments shall not apply to any of the Owners who are among the ; dissenters and shall not be liens against the Condominiums of such Owners. � ! 15.4 Sale of Obsolete Project. Owners representing an Aggre- � gate Ownership Interest of sixty-seven percent (67�) or more may agree that the Condominiums are obsolete and that the Project should be sold. � Such an agreement must have the unanimous approval of every Mortgagee :`' of record at the time such agreement is made. In such instance the ` Association shall forthwith record a notice s�tting forth such fact or c . facts, and upon the recording of such notice by the Association the �; : -16- � - - ---- — � � ' . • � � . . Project shall be sold by the Association as attoney in fact for all of the Owners free and clear of the provisions coe�ained in this Decla- � ration, the Map, and the Association Articles and B�laws. The then � owr►er and lessor of the real property shall have a right of first f refusal as provided in paragraph 14.7 of this Deciaration. The sale � proceeds shall be apportioned among the Owners in �roportion to the respective interests of the Owners in the Common �2ements as set forth in Exhibit A, and such apportioned proceeds shall be paid into separate accounts; each such account representing one Can�►inium. Each such account shall remai•n in the name of the Associatian, and shall be further identified by the Condominium designation and the r�ame of the Owner. ' ' From each separate account the Association, as attcarney in fact, shall _ use and disburse the total amount of such accounts without contribution from one account to the other, first to Mortgagees and other lienors in .r the order of priority of their mortgages and other liens and the balance remaining to each respective Owner. ARTICLE XVZ -- CONDEMNATION 16.1 Conse-��-u—enc�e�s of Condemnation. If a� any time or times ` during the continuance o� the Condominium Ownershap pursuant to this � . Declasation, all or any part of the Project shall tie take,Z or condemned ` ' by any public authority or sold or otherwise dispc�Ed of in lieu of or r in avoidance thereof, the following provisions shall apply. � 16.2 Proceeds. All compensation, damages. or other proceeds � therefrom, the sum of which is hereinafter called �he "condemnation f award", shall be payable to the Association, exce� that portion attri- � butable to the Lessor as provided in paragraph 2i �f the Lease. � - 16.3 Complete Taking. In the event that �he entire Project is �. taken or condemned, or sold, or otherwise dispnsec� of in lieu of or in ` avoidance thereof, the Condominium Ownership pursc�nt hereto shall ter- ; minate. The condemnation award shall be apportio�:d among the Owners t= in proportion to the respective interests of the l9wners in the Common . Elements as set forth in Exhibit A, provided that if a standard different ` from the value of the Project as a whole is emploped to measure the �� condemnation award in the negotiation, judicial daeree, or otherwise, f then in determining such shares the same standard snall be employed to the extent it is relevant 'and applicable. On the hasis of the principle set forth in the preceding sentence, the Associatican' shall as 'soon as ' practicable determine the share of the condemnati� award to which each �' � Owner is entitled. Such shares shall be paid inta separate accounts ��, and disbursed as soon as pzacticable in the same aanner provided in � paragraph 15.4 of this Declaration. t_ 16.4 Partial Taking. In the event that �ess than the entire , Project is taken or condemned, or sold or otherwi�e disposed of in lieu of or in avoidance thereof, the Condominium OwnersYiip hereunder shall � , not terminate. Each Owner shall be entitled to a share of the condem- : nation award to be determined in the follow.ing mar�eer. As soon as practicable the Association shall, reasonably and �n good faith, allo- cate the condemnation award between compensation, damages, or other proceeds, and shall apportion the amounts so allocated among the Owners as follows: (a) the total amount allocated to taking oi or injury to the Common Elements shall be apportioned eq_ually among Owners, (b) the { total amount allocated to severance damages shali be apportioned to those Condominiums which were not taken or conde�ed, (c) the respec- :i tive amounts allocated to the taking of or in;ury Go a particular Unit � and/or improvements an Owner has made within his a�n IInit shall be _ appertioned to the particular Unit involved, and �d) the total amount , allocated to consequential damages and any other takings or injuries shall be apportioned as the Association determine..� to be equita3�le in - the circumstances. If an allocation of the conde�ation award i,s already ' i established in negotiation, judicial decree, or ot}serwise, then in � # allocating the condemnation award the Association shall employ such � � allocation to the extent it is relevant and applicahle. Distribution � 7 of apportioned proceeds shall be made in the same �anner provided in � paragraph 15.4 of this Declaration. _ .� -17- s . • , 1� Iteorqanization. In the event a p�rtial taking results ' ' in the takinq of a complete Unit, tho Owner thereof automatically shall' �`; � Ccuse to t�c �� nu,ml,��r oL th�� A,�oci,i�.ic>n, 'I'I�i•roal Lur, �he Association � � shall reallocate the OwnerstliY, vc�ti.ny riryhL•s, and a:.srssment ratic� det-ermined in accorc]aiice with ttiis Ueclaration according to tt�e �ame � principles employed in this Declaration at its inception and shall � � submit such reallocation to the Owners of remaining Units for amendment of this Declaration as provided in Article XVIIZ hereof, AR�ICLE X�7II -- LESSEE'S RENT RESERVE DEPOSIT 17.1 In accordance with the provisions of the lease between � ' each Owner and the Lessor as provided in paragraph 1 of the Lease, � there sha�l be deposited with the Association a sum equal to one year's s ground rental. The. amount shall be held by the Association for the �- benefit of each Owner, the Lessor, the Association, and any first ' � • mortgagee. During the period when any first mortqagee is not paying ground lease rentals pending the acquisition of title as in each lease � provided, the Association shall use such amounts credited to the Owner of the unit in foreclosure to pay such rentals until such time as lease- hold payments are due and payable by the mortgagee. Should the Asso- ' ciation acquire a Condominium through foreclosure of a lien for assess- ments due the Association as provided in paragraph 11.6 (b) of �rticle � � XI of the Condominium Declaration, the Association may use so much of ' the deposit attributable to the foreclosed Condominium to pay the ground " rentals to Lessor until sale of the Condominium by the Association, and upon such sale shall apply any balance remaii�ing of the d�posit to any � ; other indebtedness due the Association by the former Candomin'_um Owner, • and in the .event there is no such remaining indebtedness, shall refund the amount deposited to the former Condominium Owreer. During the final . year of the ground lease, the Association shall apply the amount attri- " i butable to each Condominium to payment of the ground rent on behalf of s �', r� each Condominium Owner, respectively. The amounts deposited pursuant ? to the provisions of this Article shall be kept separate by the Asso- ciation i_� one insured savings account and the interest accruing thereon ` shall be credited to each Owner upon the books of the Association, but ' - shall be held for the benefit of the parties as. hereinabove provided '- and not paid over. " ;�j ARTICLE XVIZI -- AMENDMENT OR REVOCATION + � >a # 18.1 This Declaration shall not be revoked unless all of the y Owners and all of the Mortgagees unanimously consent and agree to such revocation by instrument(s) duly recorded. � 18.2 This Declaration shall not be amended unless the Owners P� ` representing an Aggregate Ownership Interest of seventy-five percent (75$) ;� or more and all Mortgagees consent and agree to such amendment by in- � strument(s) duly recorded. Any such amendment shall be binding upon � every Owner and every Condominium whether the burdens thereon are in- �- y creased or decreased by any such amendment and whether or not the Owner ; of each and every Condominium consents thereto. ; ARTICLE XIX -- PERIOD OF OWNERSHIP � i 19.1 The Condominium Ownership created 3�y this Declaration ? c and the Map shall continue until this Declaration is revoked in the 3 manner provided in Article �c�IIII of this Declaration or until termi- nated in the manner provided in Article XV (Obsolescence) or Article XVZ (Condemnation) of this Declaration, or upon expiration of all leasehold interests and the failure of the Association to acquire the K -i property as therein provided. 3 ARTICLE XX -- MISCELLANEOUS i � R 20.1 Enforcement. Each Owner shall compl� with the provisions � ; of this Declaration, the Articles of Incorporation and the Bylaws of � _� the Association, as such documents may be lawfully amended from time � � -18- � � � -- --- _ -- , :� _ _--— — --- ---- ------- - ; . � � � • � � �, , • • ; . ; to time, and with the decisions and resolutions of the AssociatiQn adopted pursuant thereto. - Failure to comply with any of the same shall be grounds for an action to recover sums due and for damages or injunc- _ tive relief, or both, maintainable by tkie Association on behalf of the ; Owners, or, in a proper case, by an aggrieved Owner. � 20.2 Registration of Mailing Address. Each Owner shal� register his mailing address with the Association, and all notices or demands F intended to be served upon any Owner shall be sent by either registered or certified mail, •postage prepaid, addressed in the name of the Owner at such registered mailing address. All notices or demands intended " to be served upon the Association shall be given by registered or cer- tified mail, postage prepaid, to the address of the Association as - • designated in the Bylaws of the Association. All notices or demands - to be served on Mortgagees pursuant hereto shall be sent by either ' registered or certified mail, postage prepaid, addressed in the name of � the Mortgagee at such address as the Mortgagee may have furnished to � � the Association in writing. Unless the Mortgagee furnishes the Asso- ciation such address, the Mortgagee shall be entitled to receive none � of the notices provided for in this Declaration. Any notice referred ' to in this paragraph shall be deemed given when deposited in the United ¢ Stat�s mail in the form provided for in this paragraph. � ; 20.3 Transfer of Declarant's Rights. Any right or any interest g�` � reserved hereby to the Declarant may be transferred or assigned by the E ' Declarant either separately or with one or more of such rights or in- + terests, to any person or entity. � � i 20.4 Owner's Obligations Continue. All obligations of the �" � Owner un3er and by virtue of the provisions contained in this Decla- � '�� ration shall continue, notwithstanding that he may have leased or rented ' his Condominium, but an Owner shall have no obl.igation for expenses or '` �?� other obligations accruing after he conveys such Condominium. .�-� � ,,4 20.5 Number and Gender. Whenever used herein, unless the ! context shall otherwise provide, the singular number shall include the =� � plural, the plural the singular, and the use of any gender shall include 4 all genders. {; � ' 20.6 Severabilif If an of the � _y• y provisions of this Decla- � ; ration or any clause, paragraph, s�ntenc:c, phrnse, word or the appli- cation thereof in any circumstances 1�e invalidated, such invalidity shall not affect the validity of the remainder of the Declaration, and t the application of any such provision, paragraph, sentence, clause, ' phrase, or word in any other circumstances shall not be affected thereby. ?. � F 20.7 Statute. The provisions of this Declaration shall supple- � ? ment the Condominium Ownership Act of Colorado and all other provisians ] of law. � .� This Declaration is executed on this day of , , 197a. � '1 ENZIAN AT VAIL, INC., a Colorado } t corporation ! Attest: � By .� . President Secretary �� STATE OF COLORADO) � -.� ) Ss. COUNTY OF ) � � The foregoing Condominium Declaration was acknowledged before � me this day of , 197A, by _ as President and as Secretary of '' _� Enzian at Vail, Inc., a Colorado corporation. ( � Witness my hand and of£icial seal. My commission expires: � � Notary Public � f � -19- � � ' . . � � � � ' ' EXHIBIT A � - Attached to and made a part o� on ominium Declaration of Enzian at Vail Condomi.niums. • ],FGAI� I�1:SCRIPTION A portion of Lot 1, Block 2, Vail/LionsHead Third Filing, County of Eagle, State of Colorado, described as: Commencing at the most Northerl.y ' corner of said Lot 1, which point is a point of tangent of a 25.00� foot 3 radius curve and on the Southerly right-of-way line of Interstate High- - way No. 70; thence Southwesterly on said right-of-way and along the � Northwesterly line of said Lot 1, 125.00 feet along the arc of a 3550.00 foot radius curve to the left whose central angle is Ol°57'44" and whose - ' long chord bears S 67°27'll" W 124.99 feet; thence continuing South- ? westerly on said right-of-way line and along said Northwesterly lit:e � 150.01 feet along the arc of said 3650.00 foot radius curve to the left � whose central angle is 02°21'17" and whose long chord bears S 65°]7'41" . W 150.00 feet; thence S 23°02'46" � 178.40 feet to the true point of E . beginning; thence N 66°57'00" E 93.10 feet; thence S 23°03 '00" E 44 .19 ; feet; thence N 66°57'00" E 21.50 feet; thence S 23°03'00" E 16.55 feet; � thence S 69°44'S4" � 40.47 feet to a point of curve; thence 7.83 feet � on the arc of a 5.00 foot radius curve to the right whose central angle ` is 89°44'S4" and whose long chor�l bears S 24°52 '27" E 7.06 feet to a � , point of tangent; thence S 20°00'00" W and along said tangent 19.02 feet; * , thence S 57°56'00" W 16.91 feet; thence S 66°57'00" W 114.60 feet; ther.c� �, N 23°02'46" W 112.10 feet to the true point of beginning, containing �� ' 12,865.987 square feet, or 0.295 acr.es, more or less, together wi.th a � mutual and reciprocal easement for ingress and egress, which easement � is more particularly described upon sheet 3 of the Condominium Map. ��: ,' ; � :i � � . j � A � �A �r) • " i 1 �:� � 1 =.� # 7 • i � 1 � i j � 7 . �p ''�Ij i � ' � .� �. '� � h � . � r , , • 7 � ' � ' - ..{ � EXHIBIT B � Attached to and made a part of Condominium Declaration of Enzian at Vail Condominiums. , CONDOMINZUM INTEREST PERCENTAGES � Condominium No. Percentage Interest A-1 .07653 A-2 .07653 q A-3 .07653 •� '" A-4 .07653 A-5 .09694 . _ 1 A-6 .09694 - � � B-1 .07653 " B-2 .07653 ' B-3 - .07653 - B-4 .07653 " B-5 .09694 B-6 � .09694 � 100$ ' ':� °� , � 3 't � . �� '� —-_--.. _ _ ------ - ----. - _ _._._... _ .._ �_ �— - --- . _ _ _-- � • :,� , , , � � � � f ', `�� ,�" � �y t tod�� o uaii � f box 100 department of community development i vail, colorado 81657 1303) 476-5613 December 20 , 1977 � i Larry Cooper ( � Enzian Lodge Box 1??6 Vail, Colorado 81657 Dear Mr. Cooper : The Town of Vail is amending the Zoning Ordinance to allow a limited number of private parking spaces to be leased on a long-term basis . A copy of the proposed ordinance is enclosed. Extensive studies of parking utilization were conducted during last ski season. These studies indicated that most private parking lots had spaces available even during peak ski season . You are eligible to lease 3 parking spaces . If you wish to participate in this leasing program, please complete the enclosed form and return it with an application fee of $10 .00 to us for review and approval . Since ely , . . i na S. Toughill Zoning Administrator DST/di ' Enclosure i r E ; i 1 �- ('� M � � Ch r � ' � O � December 24, 1974 w J W � N O N � Mr. Jim Hansen f ``�y�' '� ^ ,r�� 0 o Hansen & Jordan � P.O . Box 1776 � > Vai I, Colorado 81657 z w o ; w '`'�.,.,RE: E n z i a n Lod ge "'w� w � n Dear Jim: w 0 aEnclosed you will find three copies of the Final Inspection report conducted � on December 18, 1974. Q 0 �° Please advise this office in writing when all items have been corrected . c� ZRespectfu I ly, Q � �G�,�,��'�c � Z � Warren F ster W w z W WF/dks w � � �� Enc losures � cc: Mr. Bill Petty (w�enc.) Q Mr. Ken Stewart (w�enc .) � Mr. Jerry Aldrich (w�enc.)� = Mr. Jerry Nagel (wlenc .) c� z ¢ J J W C`3 Q Z � � w C`J O ¢ t � �z ��a f 7�� " ��;� I' i ` w �,� ��t=cr�.,.� ` A S Pc�R �USc �A�a,r.�� ._ �'1��:��= O�J �•"t'!f �f.c.��..'. �t`�►a V�,r. "`, , t ��.,*,1„` a J / • �7 f`7 M � , � r � o FINAL INSPECTION � w F ENZIAN LODGE N VAI L, CO LORADO 0 N O o December 18, 1974 J � U ¢ w > Z o Garage Area � � 1 . Grate required over the sump pit area . � 2. Louver over double back door is upside down and backwards. 0 3. Recommend caulking all the openings in concrete at jambs and a providing weatherstripping around doors. � 4. On soi I lines in cei ling of garage, require hangers, woodblocking o notallowed byCode . �° 5. Insulation for ceiling and reinstallation of ceiling board must be zcompleted prior to any major cold spell, otherwise pipe freezing Z may occur. J6. Door to garage from elevator lobby glass not installed . a z Laundry Room �' W w � 1 . Pack and enclose area around pipe through exterior wall; reinstall w cei ling ti le . w � � i�� Boi ler Room � � 1 . T�p of boi ler to be repaired or replaced . Q 2. ASME tag not instal led on boi ler. � 3. Copper piping is not installed on the hangers, bai ling wire used to = hang off of pipe systems. Q4. Duct hanger over water heater has pulled loose from slab, reattach . � Complete insulation on piping over boiler. J W (.� Q Z � � w o Page One , � �? Final Inspect��n � Enzian Lodg. • � M December 18 1974 0 � W J � Boi ler Room (cont'd) _ N O N � 5. Several leaks are noted on boiler system. ° b. On Honeywell valve, motor forautomatic control not installed . 0 U W First Floor > z w ° 1 . Radiation does not have end caps. w 2. During construction of the kitchen area, all exits must be kept � clear of chairs and various items. W 3. A leak in pool should be fixed as soon as possible . ° 4. Glass gates - outside not fitting properly to wall surface . _ Q5. Southeast corner of lounge area underneath bench, missing entire Q cover on fin tube system . � 6. Door to outside of lounge, has not been weatherstripped all around . T 7. Store Room to the north by Men's Toi let room has paint stored- must z be removed . z z aMen's Toi let Room c� ¢• 1 . End caps not installed on fin tube. Z2. Drippy faucets on lavatories. c� z w W�men's Toi let w � N '^O � 1 . Napkin dispenser not installed. � _ � Fifth Floor � Q Q1 . T�i let room not completed . � 2, Elevator machine room requires two-hour roof beam protection . Q3. Cover required on resistors in elevator machine room. W 4. Repair sheetrock underneath louver. c� a z � � w o Page Two � � � � � � Final Inspection � Enzian Lodg � �' December 18`1974 � 0 co w J � Fifth Floor (cont'd) N O � 5. Patch all holes in walls and seal pipe penetration . 0 6. On balcony railing out of exit door, 5th Floor, balconies not ° secured at base with bolt system . w 7. Exterior doors to be weatherstripped . Z �. Install door to ceiling space at separation wall of Storage Room. o ` 9. Install cover plate in outlet in 5th Floor storage room. � w � Fourth Floor � � w ° 1 . Fin tube enclosure, complete�y rework. a a Q Q Room 401 0 � 1 . Corridor fire hose cabinet, apply weatherstripping behind glass Z to prevent rattle. z z a Room 402 J d � ¢� 1 . Check all valves for heat system for possible leakage . w W z c� Room 405 z w � 1 . Mis-calibrated thermostat to be corrected . � � Ir1C U � Room 406 _ U Q 1 . Water closet not installed . � 2. Tub faucet not secured to back. Loose escutcheon on shower head . a 3. Fin plates on radiation not instal led . _ � Q 4. Corridor exit door will not open up. Paint galvanizing to match J � gri Ile above door. W c� Q z � � w � ° Page Three I � � ; Final Inspectinn �, Enzian Lodc � � December 18`1974 � 0 � W � Room 407 N O 0 1 . Heating cover completely off. Make sure the carpet is cut down � o away from heating element. 0 2. Check for heating problem, thermostat kicking in, fins not � getting hot. w > z o Room 408 � � 1 . Valve possibly stuck wide open - overheating. � � o TYPICAL NOTE: The covers are damaged in most areas. Q a Q Room 410 0 `° 1 . Thermopane cracked in center bay. All windows should be checked z for correct altitude pressure . z z J Room 411 � c� z 1 . Shower head not secured to wall, pipe not secured to wall . � w w � TYPICAL NOTE: All shower heads are loose . z w � Room 412 � � inc W F 1 . Cover plate missing. _ U a Room 414 � � = 1 . Cover loose, not secured . c� Z a J J W C7 Q Z � � W o Page Four � � � � �; Final Inspection � Enzian Lodg , � `� December 18�"1974 M O � W J � Second Floor N O � 1 . East balcony, repair hole between vertical wall and concrete platform. 0 J ° E lectrica I Room - Garage Leve I � Z1 . Where outside ai r vent too c lose to the pane Is, provide some form 0 of diverter or extension to get away from the panels, possible Whazard ous c ond i ti on . W � � � w o ELECTRICAL Q a Q Q 1 . 21 - 8' Slim - Line fixtures in lodge garage do not have 0° ballasts. ° Ballasts can be installed in existing fixtures. � 2. Complete permanent wiring in boiler room . Install missing Z junction box covers. Z 3. Straighten exit signs at each end of the corridor on each floor. a4. Repair drywall around outlet in Room 405. � 5. Complete work on main switchboard, covers, screws, etc . �. 6. Complete panel wiring in switchboard room. w 7. Duct generator, vent away from switchboard . Z8. Complete all work in unfinished area. W w � � inC U H 2 U ¢ Q F ¢ Q 2 C3 Z Q J J W � Q Z � ¢ w o Page Five � � _ _ _ • • ��;�� , _ - =, , - ,�y„ , �y � tow� o uai � box 100 office of the town manager � vail, colorado 81657 (303) 476-5613 � October 4 , 1974 I � � ( To Whom it May Concern : � The property on which the building commonly known as the "Enzian" is built and is zoned "Public Accommodation" as 1 defined in the Zoning Ordinance of the Town of Vail , Vail Colorado. (Ordinance No . 8 , Series of 1973) . This si.te � is not located within 250 feet of any existing school . I � Sincerely, � � TOWN OF VAII, ? DEPARTMENT OF C01��1UNITY DEVLEOPMENT � / �. _- � � ��-�-G�-u-.-*-.�s/--�..�c-..�-� William J, Pierce , r. 11�JP/jk �' 13�.��xTo � � FIIE OCT 31974 __..__---- -- __.—._ __ ________.-- — ------ __._ __�__ � ._._. ._..._–� ---� t--+ - �-____. __.�.__---� �-._._-__-------� r --� s-- -�� -�as ��______v--i --.-� �__.._. _.__. � �a_t�, f __ � __ ___ __.._ �_. _.. _.. ___ _ -�.--- _._�.._ �__ ___�_t_.._._.__ � _. _. � � � -— — � .�_ — __ — -- -- --- -- --� --�- —� _ _.__ --- - -W.�- - - -- -- �- , �ATER � ,�.� _,. _ _�.� � � . _ .�._.. � � l _. �_.__. _,.— ..� ___ . .__.__ i_....� �_..._._ ` � � �R s��;�,�-�- L._/ti,� ..;''r,''�� ..�4,8 �/v�a,�r� �I,v f� � . f , � � � rA+� >� ,✓� ..� Q U�/'2%� � �j L- �f�F'/4f�l�C`�E'� i '"� "''`f�.�,F_",�',"� � C° f N TS �_��<': � � t ; ' — . --._,�.__._..._..,._,,....�....a._�{�''�`_._...,..... ._ ...._..,,__....__..,__,___.._._..__ .,w.,.._.,...._�..._.._... t �� • J f�...... ,� . '� '� ./ � /'� � f ,�' ,�� ,/ r ,� � � . ,f �f ,�` . '� ..i ,,. � � ' � � � ; / ,�` .i � i � �� '!�-� �R��`��.�� ,� -- �.�: '� �" 1 � t� � o !J G �. THE [J?�1DERSIGVED HAVE EX�IMINF.D THE P.t30VE AND AGREE TO T?iE INSTALLATIOPI AS PROPOSED: VP.IL WATER & SArIITATION �y: � TITLE: ' HG�.Y CF:OSS SLECTRTC ASSOCIATION BY:° 't`,��27�C�°C �t� C'Z�1�/�, %�tC (Owner respongibl� for rep]!acing ; � ! aoncrete p�vin� if a�t,y re��ir� rz z�L�;: � -�1��<<��p� �.�-„u�.�✓ in aable is� req�zire�;.) %" YUBLIC �ERVICE CO, vF COLORAIX� �3y; � � � _ � TITLE: �� , .....:�..-�,-..a.,..�..:.M,...�,-_ ..:,,;.._ � � � F1LE SEP 16 1974 ROGERS/NAGEL/LANGHART PROJECT: Enzian Lodg� No: 344 DATE: 9 / )0 ; 74 PR4JECT REPORT -- TIME AT PR�JJECT: TEMPERATURE: � f�VV\ JJ VY Vn��: � Project is in final finishing stages. Swimming pool complete and filled. Exterior construction in final stages of painting. Landscaping complete. All exterior concrete poured, interiors 98% complete. Mechanical systems balancing is in the process of being com- pleted. A report will be submitted to this office. Occupancy permit for the Lodge has not been released as of this date. Request for a final inspection by the Owner wi II be forthcoming in a short time . D U I RED R R EIV _ ROGERS / NAGEL / LANGHART INSPECTOR: Wprren Foster/dks Architects Engineers Planners Hanson & Jordan Const. Jerr �ry �� cc: )610Arapah�e St., Uenver,Coim. 80202 cc:_ Jerr��(drich, cd DeVilbiss, Tom puns{;c��, Teiephone 573-133� • • a CRAIG A.FIOL2FASTEFi � OWNER _ ._ � V�„�GLOS L�E .'�� August 21 , 1974 HAND DEI,IVERED Mr. James Lamont Town of Vail Vail , CO Dear NLr. I,amont , In reference to the letter dated August 20, 1974 , to Mr. Jerry Aldrich Town of Vail , from Mr. James Hansen, Enzian at Vail , regarding drain- age holes in the proposed �zian wall along my West property line , I cannot agree with Mr. Hansen's statement in the letter which states , " nor shall it be binding upon any future owners of Enzian at Vail or the real property now commonly known as Enzian at Vail." If any part or all of Enzian is sold, then I will have the same problem again if the new owner(s) decide to plug the drainage holes. The drainage holes must be a permanent part of the wall that cannot be altered, changed, or eliminated by a new owner and/or by the present owners if this agree- ment is to be executed between the Town of Vail, Vailglo Lodge , and �nzian at Vail. Building permits are not issued for structures on the condition that a new owner(s) or the present owners can alter or change the structure at will regardless of the building permit issued for the original structure. This would make the issuance of building permits superfluous. Sincer�ly, CRAI A. HOL F R cc: Holzfaster, Hoefling, & Cecil Dayton, OH DRAWER '189-VAIL,COLORA�O 8'1657•(303) 476-5506 TO WN Of VA I L BUILDING PERMIT JOB NAME ENZIAN AT VAIL DATE OF APPLICATION AUQ ZO 19�JQ � NAME LNZIAtQ AT VAIL, INC. w � MAIL ADDRESS $OX 1%%F> � � O cirv VAIL PH.476-2050 � NAME HANSEN & JORDAN F Z Q MAIL ADDRESS BOX I.%%F O oC " ~ CITY VAIL PH. 476-3546 F- W NAME F = MAIL ADDRESS ¢ Q CITY p�{ J a U LOT BLK FILING C7 N � O TRACT BUI LDING Z PLUMBING 0 Q MECHANICAL � � ELECTRICAL Q > OTHER TOTAL TYPE OF OCCUPANCY I AMOUNT � EXITS REQ. TOTAL FLOOR AREA CLASS OF WORK TOTAL LOT AREA NEW(� ALTERATION( ► ADDITION( ► REPAIR ( ► FLOOR AREA RATIO USE OF BUILDING SQ.FT.OF BLDG. HEIGHT IN FT. OFF ST.PARKING NO.OF STORIES SETBACKS OFF ST. LOADING NO.OF LIVING UNITS FRONT EASEMENTS CONDO. LODGE SIDE (R) (L) SQ. FT.COMMERCIAL REAR VARIANCE TYPE OF HEAT WATER ( � FORCED AIR ( � ELEC( I UNIT( I COVERING EXT.WALLS INT.WALLS � 1.TYPE OF CONSTRUCTION I II III IV V I HR 2.OCCUPANCY GROUP A B C D E F G H 1 J S P E C I F I E D DIVISION 1 2 3 4 FIRESPRINKLERS WET STANDPIPE 3. USE ZONE DRY STANDPIPE COMB.STANDPIPE SMOKEPROOFENCLOSURE GENERAL DESCRIPTION OF WORK AREA SEPARATION ERECTION OF AN $�� NIASONRY BLOCK WALL OCCUPANCY SEPARATION ALONG THE EAS T P ROPE RTY LINE — AS soi�resr APPROVED BY THE DESIGN REVIEW BOARD. SURVEY SPECIAL INSPECTOR PLAN NUMBER ROOF YES I NO FEES BUILDING PERMIT PLAN CHECK FEES PLUMBING MECHANICAL ELECTRICAL CLEAN UP DEPOSIT OTHER COVERED � UNCOVERED DATE APPLICATION ACCEPTED PLAN CHECK APPROVAL PERMIT# TOTALI � I I I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE IS CORRECT AND AGREE TO COMPLY WITH ALL TOWN ORDINANCES AND STATE L S REGARDING ILDING NSTRUCTION. ��G.�_�. SIGNATURE� F OWNER OR CONTRACTOR ' �r/ � + August 20, 1974 Mr. Jerry Aldrich, Building Official Town of Vail Vail, Colorado 81657 RE: drainage - Vailglo Lodge Dear Jerry; For and in consideration of the issuing of a building permit for the erection of a wall along our east property line; to be built in accordance with the drawings attached hereto, the undersigned hereby agrees to provide weep holes in said wall to allow storm water from the Vailglo property to drain by natural course across our property. This right is gran ted subject to the strict adherence of the owners and/or operators of the Vailglo Lodge to the following terms and conditions. 1) Vailglo agrees to replace the present back-wash type filter system for its swimming pool, and shall replace it with a cartridge type filter which does not require back-washing. 2) Vailglo agrees that it will not cause or allow the accumulation of plowed snow in the area adjacent to said wall. 3) Vailglo agrees that should they cause the grade on their side of the wall to exceed the lowest point of said wall; that they will, at their expense, protect said wall with a moisture-proof coating prior to establishing said grade. It is further agreed and understood that this is a right granted by the present owners of Enzian at Vail, Inc. , and shall not, regardless of lapse of time or othe neise, be construed as the granting of a perpetual easement for said drain- age; nor shall it be binding upon any future owners of Enzian at Vail or the real property now commonly known as Enzian at Vail. It is agreed and understood that this right may be withdrawn by Enzian at Vail, in the event that the terms and conditions of this agreement are not adhered to by Vailglo. E ZIAN AT VAIL, INC. "C�%�YLC�� _ � '� ames J. Hansen, President En�ian at�ail,�n�. P.O. Box 1776 Vail, Colorado 81657 (303) 476-2050 � i � . . . � CRAIC3 A.NOL2FASTER OWNER ,. � Vq,�.G L OS L C�G E Augu s t 12�, 197 4 �n; HANV DELIVERED � James Zamont Town of Vail Vail , Co. Dear Nir. Lamont , As per our discussion, Friday, August 9 ,1974 , in your office I agreed to eliminate the backv��ash drain for my pool by either installing a filtration system that does not need to be back- washed or by installing a dry well that would handle my back- wash. You stated that Mr. James Hansen of �zian Zodge has agreed to install sufficient drainage openings in his proposed wall along the West side of my property and/or, has agreed to reinstall the drain on my property that he removed some weeks ago . Either or both alternatives are acceptable if they provide sufficient drain- age for the run-off on the West side of my property. The sufficiency of said drain openings and/or said drain for providing adequate drainage off my property shall be determined by Kent Kose , Town of Vail �gineer. In consideration of the above adequate drainage to be provided by Mr. James Hansen of Enzian, I agree to eliminate the backwash from my pool as stated above and to store as much snow as is reasonabl�r practicable in other areas of my property. Would you kindly acknowledge this letter at your convenience . ° , Sincerely, �� , ,, � . , � � CNAI A. HOLZFA�T'ER CAH:peg CC: Byron E. Holzfaster Holzfaster, Hoefling & Cecil Dayton, Ohio � DRAWER '189•VAIL,COLORA�O 8'1657•[303) 476-5506 � � � DESIGt� f?EVIE�! �0l,RD DtITE OF h;�ETItlG: August 1 , 1g74 • MEt�QERS PRESEr•!T: Ruoff, Bill �— ' , Abbott, Dudley �� Hanlon, Bill �_ Parker, Lou � . , _ Sage, Dave � ��✓3 - � SlJf3JECT: ENZIAN LODGE - wall - Jim Hanson ACTIOPd TAY,EN BY BOARD: t�OTION � .�"<.'2��,c�'� ,, � .,� �� .. ; SECOt1QED BY ��-�~ , � VOTE: FOR: AG t�S : /�� APPP,OVED: • DISAPPROVED: . � SUtiMARY: '� C�-j� ��:, • � . '`� 7 _' '.-a-�'�� . , ,, � ------�- . �� -� . �� __ � � � -rt-��_ , �_ _ � NOTE• -- - ' application for signs painted on wall .,r...��..._____--_�,. � � � � �_j - r _ P�` ,! , � � ' a�r�n!an of �- _ , . � �;,��. � .� �_ - � � .,�.he�Gaard . .. . - �r j . �, ,-�� ---� � j+ / pp �c�n� - ��! i ., ��r..�r �� ✓ G� t . � . I� ii �� I PF'�e�X• �� — � ii fRa pc�s�� RsONk:y /�/--a�� ,9�..�. u1��NG , C�f�P --_____________ _____,________ __-------------.__�___..___ ,E�x �ST �n� � �'a�✓c. ��e� r/� �' — S t.�'s c.{,��-�. /o__�x/�`T;1+�G_ _1.()��.�c.s_ � � � ��__ _,�__�p_N_ T _�?11 _#S t�-�N T __ ��o_ .��i-r-o ,�x i.�ro�� _ _ __. , _ v�c �-p ��. (l�cr�7-� i �-a sc�,c�� % �� /'a �> > _ A L �. _ S,� C- `7�/�� _ _ _ _ __ __ Sc��.� ---/�__ = /-O _ Pr� o n�s-� � Gft�,4�,.�, /-� �...�r� � ,��s r ��P��7~,� �.._i�� — ,�i�,�'i.�� /�--�- 1r�,�-�,�.. . . � � � � -. i `� � �}, �; �' r �"�a �_:�:. �°:,�. o K ,� . .. :iai;,r �3 > i 37�. i:''I'T�..'ri�l T'i i , ,':;;ircr: _:. 4i��zfaster �f :)a;�tozi, Ohio , fatner of . ''.;1::_`'�;_t�.r, cvmer ar.d o��erator of `Jailglo Lod�e , :; ;,�:�t� t��a; �±��7roximate_ly �. y��r ago I wras pre�ent v�hen a .�:I'. *?�32"1:Eii v° '�I1�:icL:: � �i ;'E?�)x'C'::�E.'2ltici.�1V@ Of ti;l� iUVYYl Of `.'�;,i� (v:«i.,:h I �e�iev� r°ra: f'ram the �3uil3ing LeF;artment ) , �oiL1 ;3u L1��i oi V::.il a,nd my A>on Craig discusse:d the ::`;;:n�;ir:�; of t.�e �;r��de for the ��rivev�ray of tne En�ian va?�.�le ��.;rciir�� on tn�� premises o� Vailglo Lod�::� . :.:r. :i�,r.:.�er ��ar_t��a a rnore �r�:dual slope and to achieve ';�i., v:o�.�i,:z n��c�:-�it,zte tn� loVrering of th� grade to t��10��, ih� i�and oi �'a_il�lo . Vailglo at that tirae had not � :'�_ni:�he,'� it:< b�ck ��arkin� area. T�1r. :iansen statea that �.�.c� ;� �'.ze drait�age problem he v��ould extend a czrain open— ir�; on �to the Vailg].o land to t�.ke c�.s•e of any drainag� ao < it E��oulc7n' t i��zn io°Y�m his driveway. t�ll parties agreed t%tat thi:> would U�:.� ��.cceptable arid thereufter the drain was ' � instal.led by ��-ian �ar. `,I�,ilglo la.r.c?. Vailglo thereafter ecnt•�ured' �ts �.��•'cin� area tc drain into the opening. ihe �slupe •�Ya:: cut for th<: .�'nzian drivev�:ay loti�ver tha.n �;t�tiipated, under��,.iniz�i�; the f::_.cc post� of Vailglo Lodge re�uirir�� , rlec�- ��a1.1. to b� conti>tructea. It �^aas further �°; �';�Y'=��C: t;i.at +c.;'1i: t�..��1. out��t firairi of Vailglo Lodge be connectc�i to t'.ze sa.me �ar:�iri . ;;�veral v�eel:;�� ago Benno � ::��heide�;�;�r• vras c�ntacte , to connect the pool pipe to the -�a= ;�. 3rain whic:� re�_�u�r�<�d lii:r: to obt�,in ad:.itional pipe to tie � ,��;; �. i:lto the dr_�in. '�r:c�er� Benr.o :�cheidegger obt�,ined the mater— "_: �' ial an� r�ras wttec.i.��i�g to conri�ct the line he noticed the `.; � �' drain had beer� puiled an�3 the pipe removed. Vi/hen he ' � �� .�'" F; ORAWEA '109•VAIL� COLORA00 91657•[303) 47Q—S60i • ` �� • � � � ".o � .�`f � � � �r..��0 � • � � � _ discu:.�:.�e:. tii.i�, r�ri�h I'rir. Liw:��~en '�e st:�,ted that they had ��, - : A ;�= -� �? crere utt:in u a solid wall � cri;�r,�� t'...ir ��li�:iti a.ri p � p . � C'v`�il L:�o�,:t;'� t�e urain had b�en ir� for .almost 10 months . _� :rz� to the brt;�ich of the agreement raade by �zian, � ,<z'fia,nt as�,� that th�: Desi�m :�eview �3oard not approve the , � er:�ction of th� �olid wail until the �arties are � restored to the ori;ina..l pl�.t�i �r the wall be erected E writn �uf��icient cirain opening�. � � i ,' . � � U � ;�worn to before r�e by Byron L. :iolzfaster this ?9 tn day o� Juiy , 1974 • �-`� ";� . x6f� _. . � _ .,� �._.__ . :Zotary �� . My Commission exnires Apr�t �" •�'* -2- y. :� ` � � � �s = ��, � ��: ; ,t � _ �� DAAWER 16�•VAIL� COLOAA00 B16d7•t3031 476-SS06 �; 'i � ' _ .. �----�-.,..,.,.�.-..� �.�.+iiii,.� .�.:��- ...6..�.. * o * ., ;w � .. ' • a " 7 AFr IDAVI�r Now comes Benno Scheidegger, who being first c�uly cautioned and sworn, deposes and says that about tvro vaeeks ago I was going to hook up the back wash drain from the Vailglo Lodge swimming pool to a drain in the parking lot of Vailglo Lodge . Since I needed special fittings , which I obtained , and upon returning to complete the job I noticed tne entire c�rain and pipe had been removed . After I noticed that the c3rain a.nd pipe had been rernoveu , P�Zr. Jim Hansen �valked over and st�ted , " we have changea �ur mind and removed the drain." - _' � , . "-� -lll .�" �_��'! l�'Cl " ��'�. Benno :_;cheide�ge. Sv�rorn to before Me by the saici �3er.no Scheide�ge. ' ! ., t.:: day of July, 1974• / - . � � C "_�Ylm-�v ��- L t fL�i j, Nvtury Public �i ��_._ __. ^�; _� :_, "*� ,�TS � � � .. p� � -- � � •f 1 � v c�uo�►.Ho�z�aar� OWNEA V E � July 2y , 1974 Design Review Board Vail , Colorado Gentlemen; T�zian I,odge has applie� for approval of a w,all �.ajoining the Vailglo Lodge property. I would like to have several days written notice pz•ior to this hearing as it affects my property. Thanking you for this consideration , Vai lo �Lod�e . � Craig olz as i�L Ovvn e CAH:me cc: Diana Toughill Building Department r � OFiAWER 169-VAIL�COLOFiADO B1BS7•[303) 47Q-ddOQ K � �.�`.'` =,�4. `t* {�."�i�„�, � -� � � �.-. ;j : , .. �1 �v � ,_.._. �� ' ROGERS/NAGcL/LANGHART PROJECT: Enzian at Vai I No: 344 DATE: 6 / 19 / 7� PROJECT REPURT TIME AT PROJECT: TEMPERATURE: 7��i�fA�E'l�� , �� JUN 2 4� 1�74 R �, , Ken Jessett nnd I met Jim Hansen ar� �,,.�u ,;ar�an �n jo'� G� ;;j,prc�ximai�eiy i j:,su a.m. Water dama�e repair due to broken water main was reviewed . Major damage was to ex- terior parking slab on north side and one and one-half bays of lower level parking slab, most of which has been removed. There is no evidence of structural wall damage. Foundations are apparently undisturbed. Discussed location of stair enclosure at bottom of east stair. Stair was �hanged from closed risers as shown on drawings to open precast risers, making it difficult to close stair off from furred space at the bottom flight. Advised Jim that the door and dividing partition should be put in as shown on drawings. He has scheduled o meeting with the Vail Buildin� Inspector to review the possibility of moving the door to the �ower landing. Note� that we were successful in helping Jim get Vail Building Department approval for use of a t��ree hour fire-rated lay-in ti le system (using ti le he has already purchased, but with a ch�nge in grid system) for the parking level ceiling in lieu of rated plaster ceiling which we hac shown in the drawings. Discussed the slowness of Gold Bond (represented by George Miller) to arrange for transformers (and installation) to correct their voltage error which occurred when they pro- vided incorrectly rated radiant ceiling panels in the condominiums. This must be corrected and tested as soon as possible . Will continue to hel¢ H�►,�., f_II��, al�� . The mechanical system was inspected by Ken Jessett, who found several major prob lems. In the Boiler Room, the rescheduling valve and expansion tank were incorrectly piped into the system. The main circulating pumps did not have gate and check valves installed and as installed, the pumps were pumping water through one another but not. D U T D LIV�RED R R E ROGERS / NAGEL / LANGHART INSPEC?OR: Ed DeVilbis�dks � Architects Engine�rs Planners cc: Hansen 8� Jordon, Jerry Na ei— �,—� 1610 Ara ahoe St. ��enver Colo. 80202 � Jerry P � � � cc: Aldrich, Warren Foster, Tom Purshon, Telephone 573-1331 en essefit 1 �„ Q PAGE TWt� � ROGERS/NAG�L/LANGHART PROJECT: Enzian at Vai I No: 344 DATE: 6 / 19 / 74 PROJECT REPGRT TIME AT PROJECT: TEMPERATURE: � , R � . through the system, Tn rA��S� C!S M:lC� c{ the r;�5r^� ITiS'�:��Ct;�i� �S �:r'v55iE3�@� 1��1i Jt'SSc�'� suggested thc�t we provide a new piping diagram with recommended changes. Ken also suggested thct the reason the two heating pumps' impellers had shattered was due to the pumps being instal�ed with the shaft horizontal instead of vertical as shown on the drawings. The domestic water pumps were also installed without valving. Many valves throughout the entire system were not installed . An inspectior: of some of the typical radiant baseboard units revealed that a high percentage have been in�talled incorrectly with hose bibs, to be used for bleeding air from the element, on ;he lower horizontal piping, making it impossible to purge the air from the elements. A;so, the element return lines rest on the top corner of the fin tube against the wall which susbstantially reduces the effective width of the correction area through the fins. The raciation element and piping were inadequately supported. A check of tre air units in the top floor mechanical space revealed that gate valves, which would allow r.�aintenance of the unit, had not been installed and the 3-way control valv�es were incorrectly connected. Ken Jessett suggested that the piping diagrams be followed. Ken pointed out to Jim Hansen that the main heating return in the attic wcs incorrectly installed and the dry standpipe system on the main floor was installed with an undrainable low point. The inspectior7 was time ly and Jim Hansen wi II follow the work to see that the necessary corrections arV made. Midwest Engineering has been employed to balance the system. D U T D LIVER D R RE E VED ROGERS / NAGEL / LANGHART INSPECTOR: Ed De Vi Ibiss/dks Architects Engineers Planners cc: Hansen & Jordon, Jerry Naqel, Jerry 1610Arapahoe St., �)enver,Colo. 80202 cc: Aldricn, Warren Foster, Tom Punshon, Telephone 573-1331 Ken Jessett � � ,u� , � ^+ P;; � "�t;w ' "�q,�;. � n v._ ,�` '�r r' �-� ,i��. � . b; > a- tti, � 9� ��I dx � .. .. � . . . . . . ... .. . . . y �•� T .� . � `tt' jr:� . � II%��'`��/ �//'/ / � ��/ `�'� R N ,�o T O: C� '�'� Y�L !.. � �?� ��G `aa �; TRANSMITTAL ,/ �, !�{�`L� ��1�� 57 _ �z; 1 � � PROJECT: �I`/Q/V ��•�(� No. .�; - ;�.; :.;�:. Gentlemen: Enclosed are the following: �� . - 4+� )�,;.�� ' . . . ,�,;,. Cepees: T�t!e: Sheet No.: Date: ��,; , ��:: � �i / l�, �j� Cdj/�''1� G�A�i//i : C�i C7'1,��7�� f; �;;. �, ��:� �5 � . . � . ._ ' �.�� . . . . .. . � . . ' . !A�i��' . . . . . �� i4;.:'� . . . . . . ' . . Y� �d �. , ?��'I'l� I.OG�!,S �/� 7."Q /,�� //3'� �rQi h�;�� S �"v��e�:� ?� � � / C�'��r"�'�/ .�/ �T�'� �t; � 0 ,i� ��; ;�r-: p1�,�/I�'� L�� -r� 7�'-�6 ��IL�/'�p �y�r �J� �� - ��r�� iN Tz� . . G�"�, � �;/�/,.�� If �ilosures are no as li ted, kin,dJ�,notify us a �� . �T �/� ��,/C/�C.'� � ��'r-.�/' R N L, I N� By: ,�' ARCHITECTURE ENGINEERING PLANNING 1610 Arapahoe Street Denver, Colorado 80202 Date: / �/ � Telephone 573-1331 (4/73) �;;;- � • � , � ��',a��.:..x��-r.a��.�w)d'Yi��'•�.:'rr----'��,...='=��INB';oC..- . . . . . . . . , c °. ' .� ��( �`�a'.0 .'?{ �g'"� bwl,.�.altl:: '� . . . � . t�,. S.i ;� • � • � }� . ,d � . . ..} � � M� :}. UNITED STATES GYPSUM COMPANY � x�� 3201 EAST 2ND AVENUE DENVER, COIORADO 80406 'r�" t�r,, �;i ,.#P ; 4. �p� �'A S T�LW�a r� � �. f � ;F June 7, �� i 4 --� .J U 10 1974 ---- :r � "'^..... 3 f 1 +�CU011 ......�� f�1lfiZ 61� �� }.� ___.. wrlri M,w:_� l Mr. Fd DeVilbiss `t Rogers, Na�el & Langhart, Arehitects � �� 1610 Arapa►hoe, suite 300 , Denver, Colorado Sub�ect: Enzian Lodge - Vail, Colorado. Dear Mr. DeVilbiss: This is to certif`y the,t U. S. Gypsvm Yluratone FIR�CODE Acouatical Ceiling Panels will provide a finished acoustice,l ce iling qualify- ing for a fire rating of 3 hour� when ueed with the Eastern Products Corporation Fire Safe Tab Lok Acoustical Grid (Main Tee 6487 and Cross Z�ee 61�8�.). <�' Very truly yo�s� ��; ��"'S�T�' �'�,'"� �,=�?StA+� G�.'AI�Y ± : � , .� � -.�j /'i / �,�: � �� _= :r <C �-t..�-( r.=._�..,..,� A. N. Iadnroln Saleg Ehgineer � i f ANl:kdt i � � i 3' y � ;� � _ � � � , �` � _ � � I�; `� 7' . . �� ..., .__ . � . . . _. ......,;..�:.r+. .,.F..e:es •, . . . _ . . . . WARNING NOTICE TOWN OF VAI L Building Department DATE 19 NOTICE IS HEREBY GIVEN THAT OF (ADDRESS) IS IN VIOLATION OF SECTION NUMBERIS) � PERTAINING TO - : ,� �_ : w ; � OF THE (U.B.C.) (U.M.C.) (U.P.C.) (VAILZONINGORDINANCE) (OTHER ► CORRECTION OF THE ABOVE CITED VIOLATION SHALL BE MADE ON OR BEFORE ' 19 . . A.M. / P.M. IN CASE THE OWNER, LESSEE, FIRM, OR CONTRACTOR SHALL FAIL TO COMPLY WITH THIS NOTICE,A SUMMONS WILL BE ISSUED FOR HIS APPEARANCE BEFORE THE MUNICIPAL COURT. IN ACCORDANCE WITH SECTION 205, U.B.C. 1970 EDITION, "ANY PERSON, FIRM, OR CORPORATION VIOLATING ANY OF THE PROVISIONS OF THIS CODE SHALL BE DEEMED GUI LTY OF A MISDEMEANOR,AND EACH SUCH PERSON SHALL BE DEEMED GUI LTY OF A SEPARATE OFFENSE FOR EACH AND EVERY DAY OR PORTION THEREOF DURING WHICH ANY VIOLATION OF ANY OF THE PROVISIONS OF THIS CODE IS COMMITTED,CONTINUED,OR PERMITTED,AND UPON CONVICTION OF ANY SUCH VIOLATION SUCH PERSON SHALL BE PUNISHABLE BY A FINE OF NOT MORE THAN $300.00, OR BY IMPRISONMENT FOR NOT MORE THAN 90 DAYS, OR BY BOTH SUCH FINE AND IMPRISONMENT." �.,� � �' BLDG. OFFICIAL DATE SERVED TIME SERVED ISSUING OFFICER pF ROGERS/NAGEL/LANGHART PROJECk!� Enzian Condominiums No• 344 t� � DATE: 5 / 6 PROJECT REPORT TIME AT PROJECT: TEMPERATURE: Fl`E MAY g 1974 R . Met with Jim Hansen and Lou Jordan and toured the construction site. During the middle of the previous night, the water service line, apparently frozen during winter, thawed and poured water underground from a break immediately North of the Lodge. The line was approximately 3 ft, below the surface of the concrete parking slab. The potential problem was specifically noted in Warren's report of last week's visit. Water pressure from below heaved the parking garage floor slab and poured considerable water into the sub-basement. The Owners are proceeding to take the following corrective measure . (1) The garage floor around the interior columns where the water heaved the slab wi II be removed and the foundation wi II be inspected by ourselves and John Park. (2) The boi ler, pumps and controls wi I I have to be checked for damage . (3) The water main wi II be reinstalled at a minimum depth of 5 ft. Regarding the insurance company's request for sprinkler heads in the kitchen, we called Mountain States Inspection Bureau from the job office. They informed us that they are not aware or such a requirement anci it was not required . Jim Hansen wi I I check with the insurance company to determine their basis. We reviewed the parking garage ceiling. The alternatives are to provide a three hour plaster cei ling as we have shown in our drawings or add a one hour ceiling to the structure with the two hour (ay-in ceiling below as proposed by the drywall contractor. � R RR ROGERS / NAGEL / LANGHART INSPEC?OR: Ed De Vilbiss/dks Architects Engineers Planners cc: Hansen 8� Jordon, Jerry Nagel, Jerrv Aldrich, 1610 Arapahoe St., Denver,Colo. 80202 cc: Warren Fost�er, Tom Punshon Telephone 222-4731 :s: � _._...._..____�_..__._....__.... ROGERS/NAGEL/LANGHART PROJEC� Enzian Lodge� No: 34-4 .,,� _.__ -- DATE: 5 / 2 / 74 PROJECT REPORT TIME AT PROJECf: TEMPERATURE: FlLE �.�� t� 197-� Met with Jim Hansen and Lou Jordan and toured the Lodge complex. Interior drywall partitions basically complete except for some taping operations on upper floors. No cei lings have been installed yet in any location . Type of cei ling material to be used in the garage ceiling has not been finalized yet. Final review of this material and system must be reviewed with the billing department for final approval. Noted to Jim that there are hangers missing for domestic copper water lines. Also, spacing in some areas exceed the requirements. Domestic water has been air tested but final water test has not been completed yet. No bathroom fixtures have been installed except for the shower and bathtub units. Heating system is operational and has been tested . Thermostats installed in several rooms. At the North side of the Lodge, concrete has severely cracked where compacted backfi I I has settled . Possibly a water main break that wi(I be checked. Exact cause to be determined . Elevator system has been functional; however, generator converter malfunctioned and �i�rngd�O�t. �gn8fCltQf IS �IOW '�..1°tl'1 j ��:':7�:°� . ,�iv�'Ji6�i�3 �Ly.:�if�. ii'iy` �:iiCri@►� i�i'It5Kt8� 3Y3iet(TI i0 be discussed with Ed De Vi Ibiss and sketch to be forthcoming on Monday, May 6, 1974, Schedule indicates that painting is to begin approximately the middle of May, completion of the entire complex is scheduled for the latter part of June. Thoro-Seal application on the main lodge to begin as soon as possible . Progress and workmanship of the enti�e project looks good . D rywa I lers seem to be extreme ly s low. � R R ROGERS / NAGEL / LANGHART INSPECTOR: Worren Foster/dks Architects Engineers Planners cc: Hansen 8� Jorclon, Jerry Naqel, errv Aldrich, 1610 Arapahoe St., Denver,Colo. 80202 cc: Ed De Vi Ibiss, Tom Punshon Telephone 222-4731 . . . . .. . . .. . .� ,�,:� .t;��,y. �,, :r��i�a$�Y4�r�5 .;.�iki�""�i'�r*=+ � .r... .�� t�+:;� y�!-i�,��y,�td�x,w.;�n^.y e�.y� .�-._ � .. . ..e__ _.,-,._..._,.,.._..._..._ ROGERS/NAGEL/LANGHART PROJ�CT: Enzian Condominiums 8� Lo"�fge No• 344 DATE: 2 / 25 / 74 �� PROJECT REPORT � TIME AT PROJECT: '��E FEB 2 8 1974 � �: � TEMPERATURE: R me'r wirn Jim i-iansen �d �ouie Jordan at job site. Discussed activities going on at the project. Final decision on what corrective action will be undertaken for electrical heating panels in the condominiums has not been reached . Waiting for comments from the factory. Du8 to cold weather, very little activity of finishing the interior of the Lodge. Steel studs installed on most of the floors. Sheetrock applied on the second floor only. Building is not completely enclosed yet and temporary heat cannot be fully activated. Taping operations will not begin for several weeks. Reviewed insulation in garage ceiling on the Lodge and advised Jim that insulation � should be turned up theexterior walls in the ceiling plenum; recommended doubling up full thick batts in this location . On the flat surface above the ceiling, ful) batt insulation must also be installed complete. Domestic water system has not been tested due to inclement weather and inabi lity to heat the areas. Laundry equipment has been deliv�ered and installed ot the job site. Anticipated completion of the Lodge is set for approximately June 1 of 1974. Job site observation will continue on a regular basis. .; ; ROGERS / NAGEL / LANGHART INSPEC70R: Warren Foster/dks Architects Engineers Planners cc: Hansen 8� Jordan Const , Jerry Nagel, , rr 1610Arapahoe St., Denver,Colo. 80202 cc: ch Ed DeVilbiss, Tom Punshon Telephone 222-4731 r , .. r M � � r M n ; .January 17, 1974 �►�� JAN 21 1974 0 � w J W H o Mr. JerryAldrich N � Building Official ° City of Vail ° Box 100 W Vail, Colorado 81657 > Z w � ° RE: Enzian Lodge � -�. . ��._ �..__ w ---_.______ _ w � Dear Jerry: � w ° Colorado statutes governing construction and the practice of Architecture were _ Qrevised by the legislature during the last session. Copies were mailed to al) Q building officials this last month. 0 � T Please note Sections 10-1-2, paragraphs (2) and (4) on Page 2 and paragraph 2 z on Page 23 relating to the requirements for "supervision of construction." z z Q a Our agreement with Hansen and Jordan and the construction of the Enzian � Lodge is on an "as requested basis." Our last visit to the job was during the Wmiddle of December and we are not aware of their progress at this time . w z Z Yours truly w '�/' ' ,,� � RN �� , .� _ ` dward A.�,De Vilbiss U � � EAD/dks � � Q � cc: Hansen and Jordan Construction z Q � J W C.7 Q z � � w C7 O � ,._-- � 1 ch � r � c� � � �1l:E JAN � 01974 ° January 10, 1974 W J W H N O N � Mr. Jerry Aldrich ° Building Official ° City of Vail W Box 100 W Vail, Colorado 81657 0 w RE: Enzian at Vail w � � W Dear Jerry: 0 _ Q Q The ceiling products referred to in the DenverAcoustics Inc. letter to you dated a December 31, 1973 for possible use in the Lodge at Vail have not been reviewed � by this office. We are awaiting instructions from the Owner. z Without checking further, it does not appear that the proposed tile installation Qwill be adequate for the parking level ceiling. J d ZYours truly, � w W z � z W war A, e Vilbiss w RN "" � EAD/dks � _ � cc: Hansen and Jordan Construction c � � c _ � z a J J W � Q Z � � W (.7 O ¢ _..-,�.::r � � ` C � � �_ �`� ft � � � . , ��, , , , ;;, , ,;; , , , ;�ii1i � �� ''` F 1.' J��.. ' ' y�� ^�Y�i - r✓••' 1 1 �, . Y� . -.�`�., �;,� �R,.��; A� �� } ��' '' �'' �� . �t�i �� r�� •' •�i�� * ' ti� � � i: - ; �� ► � � .� �� - �:, ��,,. .� �� `} �:. ,, � ��. ��r�.:.., �� 9;. �' . �� .� _ _ � _- � � .�R : ��,... _ � � �.4: ?{�! '�!��' �.��+�w".. �� ,,. :f ! ' µ " �� _ ,;, �_ --_-_ �. -=� �� --= . . . \ , , _, � � � - � � � ' J , ; � � ' , � �- i � � _ y . _ ' �� a . �� . ��^ �+ �6 �` L��'irr, � � `;,�, � f 3 'frli';} � � � ■ � : . -. y � � / I � �_ � • � Q ' � , . �, I' I N �-_'�""'�'�""-�-.___.... --�. __.____. .. . ��, - 'Ei . � ��\ -- ... . . . _ - �\ � �\\ � �� r ;�� j� •;' - ,.. � � � � '� �, fiL� ,!A N 2 1974 � � � ° December 28, 1973 W J W F N O N � Mr. Jerry Aldrich ° Building Official J � � City of Vail °W` Box 100 W Vail, Colorado 81657 0 W �R�:-�-�i.zian Condominiums ` � -----:—_..-__.._�._.__. _ � � W Dear Jerry: 0 _ Q � This letter will verify our phone conversation relating to the installation of Q Acousti-Celotex, 5�8" thick in the ceiling of the Enzian Condominium parking � garages. To my knowledge, it will qualify to fulfill the ceiling requirement T of Section 503(d), Exception 3, and is thus satisfactory. � z QWe will await the Owner's instructions to proceed to check out any proposed � i nsta I lat ions i n the Lodge . � z w Yours t , w z � z w � Ed ard A . De Vilbiss RN �� ~ EA D/dks _ U ¢ a cc: Hansen & Jordan � � Q _ � z a J J W C3 Q Z � � W CJ O ¢ —� � � � ` -� i � �,E��; � �� telephok.e -�303 - 922-8238 denaer aCOlL8tlC8�i1�C. 1390 west evans ave. --denver, colorado 80223 December 31 , 1973 Mr. Jerry Aldredge Building Department . Municipal Building Vail , Colorado 81657 Re: .,,�nzian at Vail -__Lodge ; Ceiling Sys�em-. _ � Dear Mr. Aldredge: I recently discussed the ceiling system at the above project with Mr. Ed DeVilibus � of RNL, Inc. Ed and I agreed that I should provide you with fire-resistance data prior to the installation in order to preclude any misunderstanding or problems. � The plans refer to UL Design #D-203 using Celotex ceiling tile and Donn Products grid members. Due to a combination of owner preference for different tile, pro- � duct availability and my own professional evaluation of the ceiling grid members, we will be using U. S. Gypsum ceiling tile and National Rolling Mills grid members. This system complies in total with UL Design #G-234 found on page 189 of the Jan- uary, 1973, UL Fire Resistance Index. Specifically, we will install the system as follows: 1 . SubBasement, Parking and Kitchen: U.S.G. Auratone Firecode "Snowdrift Plastic Coated" 2x4x5/8" in NRM MLR series grid. 2. First Floor (Restaurant, Lounge, etc. ) and Corridors on all upper floors: U.S.G. Acoustone #120 �lacier Shadowline 2x2x3/4" in NRM MLR series grid. 3. All other areas (rooms, restrooms, etc. ) : U.S.G. Auratone Firecode Fissured 2x2x5/8" in NRM MLR series grid. I am attaching product information on the above. If you desire to inspect this mat- erial prior to installation, please contact Steve Sidwell (476-5147) to arrange access to our warehouse at Wolcott, Colorado. If I can be of any further assistance, please call . S' , JRB/nj Enclosures James R. Blair cc: Mr. Ed DeVilibus Vice President Mr. Jim Hansen Mr. Steve Sidwell acoustical ceilings -- integrated ceiling systems �- drywall partitions , �I��►�r�ctonP*Fz�recode* � .�tf�rc�r,ixgr�He,B 2. Sound Control Products by United States Gypsum 101 S. Wacker Dr., Chicago, III. 60606 ` t ,� 1 , , ,� 3. description �' l J. y{ t . . t 3 J �; / _ f <: ; _� , ` � 4 AURATONE F/RECODE Acoustical Ceiling Panels. . . are com- , t �r = , , •� ,= '� � posed of mineral wool fibers and certain refractory materials, ` r� - � � � j t f - water-felted to form noncombustible units yielding optimum /1 T �5'.-1 - balance between sound attenuation and sound absorption. . .., ,: . -� ----- --`�-- � • • � '� - '��' = ��- = == RATONE FIRECODE Panels provide a finished acoustical ;.r.: AU " ceiling qualifying for fire ratings of up to 4 hrs. They are sus- S -:_, pended by rated exposed grid systems, concealing mechanical .� , _ ' and electrical equipment and services in the plenum above. • ' Limitations—Installation should not be made: (a)where panels - + ' will be continuously exposed to high humidity (over 80% RH); � ` ` (b) below wainscot height or where exposed to impact, abra- - sion or tampering. - Patfems � ;� . � . . �-- - �t v tl•�: . . . �y� .4' � .. . •.� � - .. „ fiw �� t �� .,`'1 . . � '• • . . :4 �� r ¥9 ' ' i. . ' ♦ •• •. y.n.. ., y._ x. _. . � , �: . . ,,-_ . . • � . „ y a.�. .... , , . . � :j ♦ . .. • . ' .. .. ��s � �"�� Fissured Pin-Perforated Random • Snowdrift Micro-Perf °� e., � Co/ors—Standard finish is white washable vinyl coating, fac- tory applied and heat cured, containing 18% to 20% vinyl ----- solids based on dry coating weight. Coating withstands 300 scrub cycles with no removal in Gardner straightline wash- ability machine with nylon brush and clear water. Note:AURATONE FIRECODE Panels are available with special"PC"factory-applied plastic coating which reduces ceiling maintenance where high soiling is anticipated. � �. � � The plastic surface has at least 10 times the washabiliry of conventional acoustical � : �� . surface finishes.Acoustical performance is virtually unaffected. �chnical data � ,�.. „a, ,� Physical Dimensions _�� _ � ,�� Thickness:s/s",3/a" ' Standard Sizes(nominal):24"x24",24"x48"and 30"x6d' c z - � _�• Non-Standard Sizes: width length =a • '�.� �a� � . .. . .. ... . ... . ... .. .. . .. . .12"to 24" 24"to 72" v �� (b) . . .24"to 30" 24"to 60" � �� '�� (consult local building officials for acceptance; U.L. label serv- m „� ice available for most non-standard sizes) cn Edge Configuration:Square for lay-in application. � � � € � Weight-5/e"-1.15 psf;3/a"-1.37 psf N � �� Light Reflectance—Class a(ASTM C523 test procedure). ❑ �-a Fire Resistance—Noncombustible;Type III Class 25(I)(Federal Spec. SS-S-118a); fire hazard classification (ASTM E84 test �� procedure): � i � # ��ae�rilers' +��boratories.Jn� -� � ;i � s � EO ; � �� :�,�'- ACOUST�ICAI MATERIAL � � nor ovca so sp.�i �ssuE no.0000 � � FIRF MAZAND CLASSiFICATION p� � f7 D .ME PeE, � r s.�noRi oEVEieovro s � N � O �7 DELTA COMPUTER BLDG., Atlanta, Ga � m D Architect:HEERY& HEERY,AIA �^ � m z `REG. U.S. PAT. OFF. � Underwriters' Laboratories, Inc. Fire Tests rating beam design panelsize construction Since methods and conditions of application and use are no. (ft.)t beyond the control of the United States Gypsum Company, 4hr. 4hr. D206 zXa conc./metalform/beam its warranties of FITNESS and MERCHANTABILITY, and any 3hr. 4hr. A207 2x4 conc./metalform/beam other warranties, express or implied, made in connection with � 3 hr. 3 hr. D207 2x4 conc./metal form/beam 2hr. - P207 zXa gyp.conc.&formbd./barjoist the sale of these products, SHALL NOT BE EFFECTIVE OR 2 hr. - P213 2Xa roof insul./gyp.plank/barjoist ACTIONABLE UNLESS the products are applied according to 1 Yz 8 2 hr. - G211 2x2,2x4 conc./lath/bar joist zn�. an�. �zz� zXz,zXa conc./lath/barjoist/beam United States Gypsum Company's current printed directions 2hr. 2hr. G230 2x2,2x4 flr.compd./gyp.plank/barjoist/beam 2hr. 3hc G231 2x2,2Yzx5 conc./lath/barjoist/beam andspecifications. 1 hr. - L206 2x2,2x4 wood floor&joists 1 hr. 1 hr. p214 2x4 roofinsul./sleeldeck/barjoist/beam 8. maintenance tPanel thickness:5/e`or�/a`,except A207,D207,G227 and L206 which are�/e"only. CIBB/lll79-WBSh Wlth a damp sponge or clean Wlth fl VBCUUfT1 Panels suspended on fire-rated exposed grid. Complete details may be found in cleaner, Ch@fT11C81 fUbIJ2f S Ofl e used dr Of UtY Of aste- current U.S.G. Architectural Technical Folder on AURATONE Acoustical Panel P 9 � y�� P Y P s�SPe�s�o�systems. type wallpaper cleaner. Repainiing-spray paint with thinned non-bridging paint Thermal Resistance (R)-1.85 (5/e"); 2.14(3/a") (USG° Vinyl Wall Paint or equal). Repaint "PC" panels with InstalledResistance: heatflowup heatflowdown GRAND PRIZE' Latex Semi-Gloss Enamel to retain the natural 5/e"metal suspension s.so a.so semi-gloss appearance of "PC" surfaces. "PC" panels also �/a`metal suspension 4.23 4.93 will accept any other non-bridging paint. Sound Absorption(ASTM C423 test procedure) 9. architectural specifications � sound absorption coefficients notes to architect thick- mount- bandcenterfrequency-Hz NRC AURATONE FIRECODE Panels are designed for installation and product ness ing iz5 zso soo i000 z000 a000 range use under standard occupancy conditions of 50°F to 85°F at AURATONE FIRECODE Panels: f10 fTlOf@ th8f1 SO%RH. Fissured s/e" 7 .24 .30 .72 .89 .73 .67 .60-70 Pin-Perforated �e� 7 .25 .33 .73 .88 .70 .55 .60-.70 Related information may be found in current U.S.G. Archi- Note: All surfaces tested were painted standard white. Mounting No. 7-metal tectural Technical FOICI2fS on AURATONE Panel Suspension suspensionsystem. SySt2R1S and Sound Control Products; also Fire-Rated Sys- tems brochure SC-505. Sound Attenuation(AMA 1-II test procedure) soundattenuationfactors-db Part 1:general thick- mount- band centerirequency-Hz 1.1 scope-Specify areas to receive this acoustical treatment. product ness ing 125 ]75 250 350 500 700 1000 1400 2000 2800 4000 STC AURATONE FIRECODE Panels: 1.2 qua/ifications-Recommendations fOf COf1StfUCYlOf1 COfI- Fissured 5/d' CE 29 34 32 38 38 43 47 48 52 53 52 40-44 ditions found ifl th@ latest Acoustical & Insulating Materials Pin-Perforated 5/d' CE 31 38 35 39 40 46 47 48 53 53 49 40-44 Assn.Bulletin shall apply. Random 5/s' IE 29 34 34 37 41 43 47 52 53 58 57 40-44 � Note:All surfaces tested were painted standard white.Mounting CE-exposed 5�5- Acoustical material and suspension systems, including neces- pension system continuous at partitions;mounting IE-exposed suspension system, SBfY F18f1g8fS, grillage, splines, and other hardware supporting interrupted at partitions. the acoustical material shall be furnished and installed by a Detail-Example of Rated Suspension System for AURATONE contractor approved by United States Gypsum Company. FIRECODE Panels: 1.3 delivery and storage of materials-All materials shall be delivered in their original unopened packages and stored in an 4-Hr.U.L.DesignNo.D206(Beam4-Hr.) enclosed shelter providing protection from damage and ex- : -. _ posure to the elements.Damaged or deteriorated materials shall - : , � . �_ be removed from the premises. - - - 1.4 environmental conditions-Installation of acoustical panels , . .,. � shall not begin until residual moisture from plaster, concrete or terrazzo work is dissipated. Before installation, the building � '�� aW�� shall be enclosed and permanent heating and cooling equip- mm��,a� � �� ment in operation. � 1.5 design conditions-System shall be rated NRC O in accord- � a��, ance with ASTM C423 and STC( )in accordance with AMA 1-II as tested by an independent agency. Part 2:products 2.1 materials Other fire-rated systems are described in curren[ U.S.G. Architectural Technical Fo�der on nuRA7oNE Pane�Suspension systems. 2.1.1 AURATONE FIRECODE ACOUStiCal Panels by United StateS 5. installation Gypsum, approved for UL Design No.( ),(Fissured)(Pin-Per- AURATONE FIRECODE Panels are sold installed, on a contract forated) (Random) (Snowdrift) (Micro-Perf) pattern, (5/e" ) (3/a") basis by U.S.G. recommended Acoustical Contractors.The con- thick, (length x width), (factory-applied acrylic plastic surface tractor furnishes all labor and materials necessary to complete coating capable of withstanding 3000 brush and water cycles the job in accordance with specifications in this data sheet. Without breaking in the Gardner Washability Test). 2.1.2 fire-rated suspension-Per UL Design No.( ). 6. availability Available nationally-recommended contractors are located Part 3:execution throughout the United States. 3.1 suspended-Install acoustical material and suspension � system,including necessary hangers,grillage,splines and other 7. warranty hardware supporting the acoustical material in accordance with AURATONE FIRECODE Acoustical Ceiling Panels are war- UL Design No. ( )and "Specifications for Acoustical Tile and ranted to be free from defects in material and workmanship. Lay-in Panel Ceiling Suspension Systems". *REG.U.S.PAT.OFF. SC-743 USG Rev.1/72 Copyright 1972,United States Gypsum Company Printed in U.S.A. ,. Fi�e-Rate�l �Icousto��* • .�c�M,�tfc�/C'Qilipg Tilp 2. Sound Control Products by United States Gypsum 101 S.Wacker Dr., Chicago, III.60606 ,�.,` ,. :w ,,,s,� . ,...� . - , Z,. � *� -"- 3. description -.: --�.,,,; ,R r__:� .� ' � � .°:.. ati.......,;-_; +._-�.�,�. .. .,� . �,..,► -� � ` °.` . w .' '- _ ,...� • Fire-Rated ACOUSTONE Mineral Acoustical Tile . . . is com- ,. .,, • .. . ; .-. �.,. , _. , , ... .>:. __ ` . ' ,• ,;��-� �., =�'�•_ - '. ,,.,; �..� "';� posed of mineral-wool fibers and binder, molded and screeded , � ��::�.`�- �'; _g , - - to form a noncombustible, lightweight unit. Each tile is subtly '°�:,;, ^ ';;.,'� �� ._ `� '�� unique—no two exactly alike. These special formulations `�r�"`�` ti. ` 1..��' �"w• ""ti..: vr. .,�, .. -- - � ° . . ''� a or ire rati o 3 rs. �. "��a�: _�,,... ,-•^ ti . ;,,.€ qu lify f f' 'ngs up t h +� ,. rw.."1*s-,r,�._� .� _r" ,.+«r,,., � • - .�.=� � ..,,;_ � t - .+� �..,� ,.. - .�, .';�.�.`� �_- 'n, .., : _.Y w.. �� ., +ti :.,'�. .:,.-�-. Either ACOUSTONE 90, 120 or 180 Tile may be used to meet "'� "=� `�;"� � ._-,, +� � :"!-, specified ratings. The tile must be suspended by the system � � W �` ,�+ ..,,," '�- " '`' =��``"' '��:.`' tested. Those tested include concealed Z-spline and exposed � �` ��.'"": � � ` � �,�� -� grid which conceal mechanical and electrical equipment and :, -: :_ �•� '.`' � -—� _�- �-� �_ ,. .� - "• services above the ceiling. ��4 , � `� ".^ :� Limitations—Installation should not be made: (a) where tile - �� ,,;� �'� '^� " ^ �� will be continuously exposed to high humidity (over 80% RH); - -- � � � ,_.z '' (b) below wainscot height or where exposed to impact, abra- -., ,� .., .. . _ �`� •"- . . ` ��'= � `�:• � =�. -'` sion or tampering _ ' _-. _ . � . ~ - w �- ' a erns , , ,,_ _: , _ _ � . , .. . --�,,, P tt .. �. ;a . , � .. ��. � �L< r : .. �� x.- � - ,. . , . . "'�' _� , »: _ �: � Y + - ,. . . ' � -'v.. .��. 'l..s,"`-t+:+: ��. . .�: . . . . , :� :.. '.; . .�... .. . . . ,_ �.� ti . . , . .�� . . ,. .. . '� �- �+��r � . . .. >. .: �.' .� ,�.. y- "� - . � �v�'"�Fi..ht� - : r..� ...,. .,_� ., , , _ �. . , . � �. , . �. __, ..�, . � . . s� . - . _� + ._ �-� .� , ;.,._ .. r,� a . ' ��'_ � • .. . _ �" �� i.�Vi�", �� . �.. ... ' . �_' _. ",� �rR .. .� � �' ^..4 . - . .. ..�.. .:.�i : _, . �� ..��`t .._, , ' � _ • ' . � . ♦ t�+y�� _�$ . ' __ . _ . .. - _ ". . � . . w�� .� - • . ' ." . �.. . . � . . . .� . y�'�` -. .l�� . . . �, � "F"Fissured Glacier Finesse ��'�:.,� �..,�n �`"`� ` x' Colors—Standard colors are White and Ivory. Standard finish is washable vinyl coating, factory-applied and heat-cured containing 18°/a to 20% vinyl solids based on dry coating weight. Coating withstands 300 scrub cycles with no removal in the Gardner straight-line washability machine with nylon brush and clear water. � � �� ` `-� �' A range of TAL Acrylic Latex Wall Paint colors is available on special order from `��`"" �� ^ � ��-� � � United States Gypsum. .�___...___ � �� Note: Fire-Rated ACOUSTONE Tile is available with a special"PC"factory-applied __..,_.... �:��K""'�� plastic coating which reduces ceiling maintenance where high soiling is anticipated. _--^"� The plastic surface has at least 10 times the washability of conventional acoustical � �� ' surface finishes.Acoustical performance is virtually unaffected. C Z � ..,...,.,�,T..._ �..,r.t' chnical data o "'�� Physical Dimensions � � � �` �` "��`` ��_� Thickness (nominal):�/a" -�i �, � + � �' m � "� � �'� Standard Sizes(nominal):12"x12" and 24"x24" � ,� G� '� Edge Configuration: square or bevel; 24"x24" ACOUSTONE , { + 120 Tile also available with Shadow Line edge. „ c � s � , � � � ,= Kerf,Bevel and Shadow Line Dimensions: � 3eveled Edge ❑ ��r �� Kerf(K): A54 standard—for metal spline. - _— .0625"(1/16")available on � T- special request. 1 Depth(D): 7/16"standard K D -9/16"on Glacier pattem. = D - _� � n ,� B-d h- 3/32" R° 0 c� C Square Edge Shadow Line � � ( � � � ` � N � } ��4 ii 3/4�� O I' . . I( � D I N .Z�1 �— D � BANK OF GCM'J,ERGE, Fort Worth,Tex. � m Interior Designer. FRANK H.GUSE Assoc., Inc. Z 'REG. U.S. PAT. OFF. -i Weight-1.30psf the control of the United States Gypsum Company, its war- Light Reflectance-Class a except Glacier which is class b ranties of FITNESS and MERCHANTABILITY, and any other (ASTMC523testprocedure). warranties, express or implied, made in connection with the Fire Resistance-Noncombustible; Type III Class 25(I)(Federal sale of these products, SHALL NOT BE EFFECTIVE OR Spec.SS-S-118a).Fire hazard classification(ASTM E84 test pro- ACTIONABLE UNLESS the products are applied according to � cedure): ACOUSTONE 90 and 120-flame spread 15, fuel con- United States Gypsum Company's current printed directions tributed 15,smoke developed 0-15;ACOUSTONE 180-25,30,0. and specifications. Underwriters'Laboratories,Inc.Fire Tests 8. maintenance design c�ies��e Cleanin wash with a dam s on e or clean with a vacuum rating beam no. (in.)t suspension construction 9- p p 9 3hr. - G017 i2Xiz concealed conc./lath/barjoist cleaner, chemical rubber sponge (used dry), or putty or paste- 2 hr. 2 hr. A010 12x12 concealed conc./metal form/beam type cleaner. 2hr. 2hr. G228 24x24 exposed conc./lath/barjoist/beam Re aintin -roll, brush Of s ra - aint Wltfl a non-brid ifl 2hr. - G018 12x12 concealed conc./lath/barjoist P 9 P Y P 9 9 1Yzhc - G020 izXiz concealed conc./lath/barjoist paint (TAL Acrylic Latex Wall Paint or equal). Repaint"PC"tile 1 hr. - L003 12x12 concealed wood floor&joists with GRAND PRIZE* Latex Semi-Gloss Enamel to retain the tPanel thickness:�/a"nominal.1 and 1Yz-hr.tests require ACOUSTONE 90,2-hr.tests natural semi-gloss appearance of"PC"surfaces. "PC'tile also ACOUSTONE 120,and 3-hr.tests ACOUSTONE 180.Complete details may be found in currentU.S.G.Architectural7echnicalFOlderonAcoustoneTileSuspensionSystems. will accept any Othel' non-bridging paint. U.S. Department Of Thermal Resistance(R)-2.12(tile only) Commerce Research Paper RP 1298 shows no appreciable NRC InstalledResistance: heatflowup heatf�owdown IoSS for ACOUSTONE (typ2)Tile, brush-painted with five coats. metal suspension � unbackedtile a.ia a.se 9. architectural specifications db(foil-backed)tile 4.20 11.08 notes to architect Sound Absorption(ASTM C423 test procedure) Fire-Rated ACOUSTONE Tile is designed for installation and use soundabsorptioncoefficients under standard occupancy conditions of 50°F to 85°F at no thick- mount- band centerfrequency-Hz NRC more than 80%RH. produc[ ness ing i2s zso soo i000 z000 a000 range Related information may befound in current U.S.G.Architectural ACOUSTONETile.Fissured Technical Folders on ACOUSTONE Tile Suspension Systems 90 �/a' 7 .83 .73 .68 .87 .93 .78 .75-.85 i2o �ia� � as as �z s� e� so .�o-.ao and U.S.G.Sound Control Products. �ao =ia� � as as sz s� ss ss .�o-.ao part 1:general Note: All surfaces tested were pain[ed standard white. Mounting No. 7-metal �.� SCO B-$ BCIf areas 10 receive this acoustical treatment. suspension system. P P Y 1.2 qua/ifications-Recommendations for construction found Sound Attenuation(AMA 1-II test procedure) in the latest Acoustical & Insulating Materials Assn. Bulletin sound attenuation(actors-db shall apply. bandcenterfrequency-Ht Acoustical material and suspension systems, including neces- izs iso zoo 2so sis aoo soo s3o eoo i000 izso 1600 2000 2500 3150 a000 sre sary hangers, grillage, splines, and other hardware supporting � ACOUSTONE120Tile;Fissuredpattern;mountinglCX. [h@ acoustical material shall be furnished and installed by a 32 39 38 32 32 36 38 38 40 44 46 52 56 60 60 60 40-44 contractor approved by United States Gypsum Company. Note: All surfaces tested were painted standard white. Mounting ICX-concealed 1.3 environmental conditions-Installation Of BCOUStIC81 tl�@ suspensionsystem,interruptedatpartitions,withaccessiblefeature. dI1C1 P8f1@IS Sh81I flOt b0glll Ufltll fQSICIUBI moisture from plaster, concrete or terrazzo work is dissipated. Before installation,the Detail-Typical Fire-rated Suspension building shall be enclosed and permanent heating and cooling equipment in operation. ` � ' •a ....a. .,� ° " 1.4 design conditions-System shall be rated NRC O in accor- � '° • ;.:.�� dance with ASTM C423 and STC 40 to 44 in accordance with AMA 1-II as tested by an independent agency. Part 2:products 2.1 materials 2.1.1 ACOUSTONE (90) (120) (180) Mineral Acoustical (Tile) (Panels) by United States Gypsum, approved for UL Design No. ( ),( )pattern,(white)(ivory)color,3/a"thick,(12"x12")(24"x24"), � (square)(bevel)(shadow line)edge,18 pcf min.density,(factory- U.L. Design No.A010 applied acrylic plastic surface coating capable of withstanding 3000 brush and water cycles without breaking in the Gardner Other fire-rated systems are described in current U.S.G. Architectural Technical WashabilityTest). literature. 2.1.2 concealed spline suspension-3/a" Z-spline spaced 12" 5. installation o.c.,attached to 1Yz"channel grillage. Flat metal splines engage Fire-Rated ACOUSTONE is sold installed, on a contract basis adjacent tile. by U.S.G. recommended Acoustical Contractors.The contractor p.�.3 exposed grid suspension-Inverted tee,direct hung system furnishes all labor and materials necessary to complete the job meeting "intermediate" (or better) structural standards of in accordance with specifications in this data sheet. "Specifications for Acoustical Tile and Lay-in Panel Ceiling 6. availability Suspension Systems" published by the Acoustical & Insulating Available nationally-recommended contractors are located MaterialsAssn. throughout the United States. Part 3:execution � 3.1 suspended-Install acoustical material and suspension 7. warranty system, including necessary hangers,grillage,splines and other Fire-Rated ACOUSTONE Acoustical Ceiling Tile is warranted hardware supporting the acoustical material in accordance to be free from defects in material and workmanship. Since with UL Design No. ( ) and "Specifications for Acoustical Tile methods and conditions of application and use are beyond and Lay-in Panel Ceiling Suspension Systems." *REG.U.S.PAT.OFF. SC-735 USG Rev.1/72 Copyright 1972,United StatesGypsum Company Printed in U.S.A. i "' '�' � ._ _. ,, „ �„ .._ JOHN E.GORSUCH GORSUCH, KIRGIS, CAMPBELL,WALKER AND GROVER JOHN J.MULLINS,.,R. OF COUNSEL KENNETH G.CHRISTIANSSEN ATTORNEYS AT LAW DAVIDR.GORSUCH FREDERIC L.KIRGIS 1900 SECURITY �IFE BUILDING ROBERT E.WARREN,JR. STEPNEN A,WEINSTEIN LEONARD M.CAMPBELL ROBERT J.KAPELKE ROSCOEWALKER�JR. DENVER,COLORADO 80202 CHARLES E.GROVER TELEPHONE 893-1000 FREDERICK O.JOLLEY LELAND E.MODE51T7 PHILIP E.RIEDESEL JOHN L.FERGUSON AREA CODE 303 ALAN G.CLAUSEN JAMES H.TURNER HOWARD J.BECK WM.C•MeGEHEE December ll CHARLES E.RHYNE , 1973 JOHN J.NING,JR. C.E.ECKERMAN STEPHEN M,DUNCAN JOHN F.HEAD JOHN 5.PFEIFFER KERRY R,BRITTAIN RF�MON P.COLVERT DAVID M,POWELL RICHARD B.HARYEY PAMELA M,MARTIN BENNETT S.AISENBERG ROBERT F,WILSON TERRY NOBLE FISKE WILLIAM H.McEWAN Town of Vail Bu�lding Department Vail, Colorado Re: Enzian Lodge at Vail Gentlemen: I am attempting to determine the correct legal description for property on which the Enzian Lodge at Vail is situated. I have communicated with the Eagle County Assessor, and he has supplied me with the enclosed description of property owned by Enzian at Vail, Inc. However, it is my understanding that the Lodge is not the only structure presently constructed on the property, and I am interested only in the legal description for the prop- erty on which the Lodge is situated. Therefore, I would appre- ciate it if you would refer to the building permit on file in your office for the Enzian Lodge at Vail and advise me of the property described therein. I have tried unsuccessfully to reach your office by telephone this week, and since this is a matter of great urgency, I would appreciate it if you would call my secretary, Mrs. Lemons, col- lect to advise her of your findings. - Your assistance and cooperation in this matter are greatly ap- preciated. Yours very truly, GORSUCH, KIRGIS, CAMPBELL, WALKER AND GROVER l: ,},-�L�,�, �� ,,,,.0 By: __ - �;'�-e> ' Charles E. Rhyne CER:SL: sl Enclosure: a/s . r �_l .. .,. 3 1 .r �r � +�� r � �` . ' • . • � � � EXHIBIT A to Warranty Deed dated September 11 , 1972 � � Between VAIL ASSOCl/1TES , INC. and ENZIAN AT VAIL, INC. � PROPERTY DESCRIPTION Le�al Uescription - Parcel in Lot 1, Blocic 2, VAIL/LIOIdSiiN��D, T1i11tI) FII,T�G A portio:� of Lot 1, L'lock 2, VAIL/LIO;:SHE:'�D� 1'IiIRll I'ILI�iG, a subdivision in the � To��n of Vail, County of EGe,l.e, SCate of C:o].orado describecl as: CommenciuE at Lhe r.:ost rortherly corner of said Lor 1, �chich poii�t is ze tl��e end of a 25 foot radius cur.ve 1nd on the Southerl} Ki�,h*_-of-?:ay ].ine of L�terst:ate I;i�;l�:aa�• I�o. 70; lhetice Sou�hi:esterly on said P.igl:t-of-j?ay line 125.00 fect. along the arc of a 3650 foot � raclius curve to the lett kliose central. an�le is 1°57'44" arid ��iiose long chord bears S 67°27'J)." k' 124.�9 feet to the true Point of: bc�innin�; tl:ence contiiiuin� South- � we.sterl� ori s2�d Right-of-l•:a}• line 150.01 ;eet aloii�, the arc or". said 3G50 foot radius cui-ve to t}ie left ialiose cenC:al angle is 2°21'17" a:1d ��hose ]on� chord bears S 6S°17'41" W 150.Q0 feet; tlience S 23°02`4G" L 3U7.�8 fec�: to a I�oi.nt on the Southerly � line of said Lot l; [hence };asterly on said Soi�thc�rly ].ine 'l0.91 t�c t�. alrnig the arc of. a 289.00 foot radius curve t<, Liie riFht whose cer,tral an�l�� is 4°09`27" and �,-tiose long chor.d bears S E9°15'S1" E 20.97 feet to a point of reverse curvature; thence Easterly on said Southcrly liac 230.22 feet alon� the arc of a 150.00 foot radiiis cur_e to the le.ft ��hose central anfilc is c37°SG'13" ann wliose irttg, c:�or:l i,�ars ' N 4&°50'42" E 205.28 feet; ther.ce iI 79°i0'S3" W 8C.94 feet; thence N 23°02'4G" W 210.�4 ieet to the true point of beglnnins, containing 53,227 .49 square feet or 1.2219 Acres nore or less. , � � � r? . ��,� . C:. 1 � 1� � ' 1 .�� ` t��/ � . �� ` �� ` 'v ��,� o �;-� � �� } ; ��, . ��, � ,. ,\!.r,.� ``4 <'�,...`. .. . � � Y �,,��,� n= � 1Y�. r .. �`,` .• \ 1 '�' � � C�.'• •, ,. '�•'yr .. , „ �.� o�o�R�AQ�,.\`�� (�..' �\�• , �,,,��„�� t K � � '-i � � PA GE 1 O F 2 ROGERS/NAGEL/LANGHART PROJEC?: Enzian Lodge No: 344. DATE: 12 / 10 /73 PROJECT REPORT TIME AT PROJECT: TEMPERATURE: T . FlLE DEC 1 81973 PR . Visted job site with Ed De Vilbiss. Walked and checked both condominium and (odge projects. Condominiums Report has been made that heating from the electrical heating system is not keeping room temperature at design temperature. Suppl ier should be advised and check for any possible deficiencies by the company to determine problem areas. From all appearances and inspections, the elements were installed properly in the correct locations. Design calculations are available in our office. Noticed in office area of one of the condominiums, smell of gas. Fireplaces are to be checked for possible leak source. Discussion on over-hang of roof allowing water to drip on lower balcony; suggested diverters be installed. Jim Hansen is going to investigate a low profile gutter and anchorage system. Lodge units Exterior sheating has been installed on the North, South and West elevations and partially on the East elevation. Very cold throughout the entire project; gas meter to be set and boilers ane to be fired as soon as possible. Entire project will then be enclosed to maintain some control of heat so that interior work, such as sheet rock, stud work, may be comme nced. D U 7 DELI ERED R RE EIVED ROGERS / NAGEL / LANGHART INSPECTOR: Warren Foster�dks Architects Engineers Planners cc: Hansen 8� Jordon Const., Jerry Nagel, �� 1610 Arapahoe St., Denver,Colo. 80202 cc: Aldrich, Ed De Vilbiss, Tom Punshon Telephone 222-4731 � � � � PA GE 2 ROGERS/NAGEL/LANGHART PROJEC?: Enzian Lodge No: 344 DATE: 12 / lp /73 PROJECT REPORT TIME AT PROJECT: TEMPERATURE: PR . Lodge Units (cont'd) Observed some metal studs being installed crooked - noted to Jim Hansen for correction. Noted also to Jim Hansen that barricade must be installed around first floor elevator shaft until all doors have been installed. Electrical and mechanical rough-in continues throughout the project. Insulation of inechanical plumbing and heating lines has not begun and must be completed prior to any installation of sheet rock. Elevator equipment is being installed and should be completed shortly. Problems involving duct work and heights in boiler room and location of exhaust areas were discussed and resolved by Ed De Vilbiss for compliance with plans and specifications. Details concerning the walls for the wind-braced area were discussed with Jim Hansen and Jerry Aldrich and resolved as shown on the contract documents. 45-day test results for concrete that did not meet specification at 28 days are being analyzed by the Structural Engineer and a report will be forthcoming. Grading between lodge and condominiums is continuing. Installation of the swimming pool is complete and retaining walls have been set. Details concerning the type of barricade between the swimming pool and the drop from the retaining wall to the South will be resolved to the satisfaction of the Building Department. At this time, no major problems are apparent and confirmation of all items in question appear to be resolved. � D RED R R IVE ROGERS / NAGEL / LANGHART INSPECTOR: Warren Foster/dks Architects Engineers Planners cc: Hansen 8� Jordon Cor�t , Jerry Nagel, Jerry 16)0 Arapahoe St., Denver,Colo. 80202 cc: Aldrich, Ed De Vilbiss, Tom Punshon Telephone 222-4731 • ..`...� . . ... . . ..� 'f r � � � _. � , Comments on the Review Done by the International Conference of Building Officials for the Enzian Lodge @ Vail Plan Check No. 8817-B Structural Questions l . a, b & c Rogers/Nagel/Langhart, Architects will provide a qualified inspector who will observe all phases of construction. Our office will inspect the jobsite several times during the structural phase. We will also inspect the job at any time requested by the Architect. 2. No comment. 3. These beams are continuous from the adjacent span (grids 3 to 4) . 4. The beams on line A & D, between grids 2 & 3 , are contin- uous from adjacent spans (grids 3 to 4) . The beam on line A, between grids 5 & 6 (W21x68) , is designed on calcula- tion sheet 48. The beam weights are omitted on lines A & D to avoid calling them out twice. The beams are fully described on 1SL6, roof framing plan. 5. Refer to sheets 21, 21A, & 24 through 29, for calculations for 3rd, 4th, Sth & 6th floor framing. 6. The built-up column is treated as a cover plated beam and the cover plate is attached according to the appropriate sections covering cover plates in the 1970 Uniform Build- ing Code. � 7. The computer program is "Stress" and is written for the I B M - 113 0 computer. The input and output is generally self explanatory. For example, the sketch on sheet 68 is a complete picture of the input as listed, beginning on sheets 73 through 77. The only output sent for review, was the member by member listing given at the end of the output. The remainder of the output will be forwarded, if requested. �� N « E R S O N �� H A S T I N G S � . . ,� �i � ENZIAN LODGE November 7, 1972 � Area of Building = 32, 179 sq.ft. Basic Code Provisions: Fire Zone No. 3 Group "H" Occupancy Type II Allowable Floor Area - Table 5-C Basic Ailowable Area 22,500 sq.ft. Increase for Fire Zone No. 3 7,500 sq.ft. Adjusted Allowable Area 30,000 sq.ft. Separation on two sides (27.5' - 20') x i�.25% = 9.375% 2,812.5 Total Allowable Area = 32,812.5 sq.ft. Allowable Building Area x 2 `-' of more than one story Section 505 (b) 65,625 sq.ft. - Deta i l ed Requi remeiits: Occuponcy separation of parking level Group F, Division 1 requires 3 �ours, with materials and fire protection p�r Table 17-A. �� ; '�:� � � i � ENZIAN LODGE `` Construction Requirements: Exterior no��-bearing walls may be 1 hour fire resistive noncombustible construction °xcept where less than 20' from west property line. Exterior non-bearin� walls ar�d portior�s thereof less than 20' from west property line (and not less than 3') may be of 2 hour fire resistive �ior�•- combustible construction. Structural frame shall be protected by 2 nour fire resistive construchion throughout. Where- ever the ceiling forms part of a fire assem�ly, the horizor�ta! structural members need not be individually fireproofed (Section 4303 (bl 6.) except where members support direct loads from more than one floor or roof. Shafts and stairs shall have 2 hour rated enciosures. �.., i ; , i j � '�.. � : t � , r� � � SPEC i AL i NSPEC7 I ON REPORT Fl� �1�H 1419T� TOWN OF VAIL Project Name �y/Z!� i-�✓�f-' "` �!'t�1S��f��n7a�J Inspector CONCRETE : � DATE � �OCATION �APPROVED CORRECTIONS REQUIRE� �� !�^ ~ � ��. 13 P"P�,��.ti�- : 3 � ,�" �t� ��t��a�! � MASONRY: i i i � i STEEL: i � al�K ?3� %1�o�u�'� �� rcc�rs ��ts��/c.q� r ,� re Cr l Ke i i �� (//4ZiQItCEr . �w�h ��O�,u�tl/ � , � PRECAST: ' � I � ' � i i � _---- , � � � OTHE_R :.___S�eci f_y�� -- - � � ._.._..�--. . ..._.._.___ .__. .__..---.._._._.-----'-'--_.--__.--.:_.. ._------.._.. ._.-------- ADD I T I OC�AL REMARKS__ _._____---.-----._._. --------------- -- _ _._ _ __ _ _— -- -------- _ - ---_ ____-- -...---_.__----- ,. _..._ -- . i � � • . � v � � Z w "�� r.� -� LEGAL CON- D O m � r" ARCHITECT OWNER m D y O { DESC. TRACTOR p D a. r m n m -n 3 � � N C m o Z D O � O � � Z � � Z � 3 z � � � m m � n D � � D D .� D D � D D r � ?� < � c� { � m � � m � � m n � 0 � � y � D � D ` D � � 0 o v v � `' ° o '° �°o � � � � ° � �� ' o � y � y � r � �. � Z Z G � _ � � �pR � Z � O z � � v_ a b � � �. �7 m _ � � N T r Z � - • r C D � - z = v � v � � Z m � ? � _ � � Z � < � 1 ^ �C N T � ■ � W W L) � I /� .� m ` cc � A = . � - = W v y � � l :lv � VALUATION O D tn c� � � 'ii (/� m -i v+ c� Z Z H C m C O n y 3 O 7o m �p � � X < p O O O p y n < r C D x m y �n m ITI � m T O O O � m Z � m � � C O m � � m D �^ m � rn m ' 1 � v y � �p � p T T � T � = m n � r � y D m v y D D y n � D 'D� n r rn p m n 2 3 r Z -i n � 70 D Z Z — r � m 2 O C � � C -1 � � D 0° � 9 '� 7Do p Z � p � T v' �n n z m � Z � aro r- � � n ? 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C�Z�?�'t� PEPnR��'•�:�� vr P:;��G :`�'��T'"� Sidl"C�IINs PC��L ��:Wl:�ii�� S?.�'�=`==�iI0:t5 ?�E`.ZEt4' Fool `�S.'�s/?ri.J �� V•r-�L �� c:� T?r� �>>�� _ G�/�t-� �r�dzess f�/� , `'c�L C.'' Pnane {7,�mer or �perator��'�Z- A��r=_ss `�/L� a ezial Sub�iitte3: I�raki�gs c/�-i�ications ..�q�se for Rev'ew Forn /�� M t Drawings Revieaed /D_��- 7 3 =�zri�=�r _% /� Water SunFi-:: Sourc� of �iake-Up Water ��1' P�ta};le t � - Fil_l Spoat_ /(/U Other Cra, ,s�,-Gor.nectians �-,.�•ri�t-Z��tL�'/j� f•T,N AT�lrs/-',�.�'ic �3:?�-�T�C � kTaste Disposal: I3zck I'�rains Filte: Backwash �C� _� Gutter ��ains S'ni�zs � Gen�ral. I'ael ?'nformati�n: i � ��;�.�- "�f��Overall ?zngth .�� Li9_dth �� Sf_a e , 2iax. �eFt�: �-,`� G ` ----- ��in. �e?�h �g' G ` 5uzface Area �C�S • . _ : Pool Capacity �30, C�c� --='�fS _ Gallons -- t ..:a Wadia Pool- . "" ��h SY�a.p��_ � Length �_ �� Gallons � C�apaci..t - . - Pao1 Gonstruction: � / � y�� Prieumatic Gencret��?_'-+_��,�f.!'�:� ��aceri Cancretz _ t4ecY:a*�i_cal Equipment. , p��"l� � Qssu�e Ant�racite Ot�� ''� �'" r Filt�r(s;: Sand ""�—`". - - Gravity �i-�at� Sta�-�dar.� kat� - Num;,ez of �ilteZS_ �ilter �rea-Ea�:? .;?.5�� sq.ft. Total Area ,��"�-- ___sc-y�• • �i2trati� �te�,� .,� ��-"�-r&� iurnwer Rate � 2, �S• Bac�.-wash Rate '?alanc� Tar.k i�aracitv __ �„� ;�o,�_F „r,�}ET w�,�-� i,o_.aticn�.�o�.,R.F" liair � Iint Sirain�r �,�7 - .; — ��t�7�t� %:3r�JII5�� In�luent Gauge E�-�i.�az:. G=:�:° � =�ir t�a� to Waste_A � �� ` `1'`� F�. �y Circulatian E'v�+ Uapacit; ;'J� �'ilter fs): Diatomaceous Ld2 iy Presstr-e _�u� i"�lT'`.3�'F_2' llt�='"5 Filter Azea��ac'n =�- --- -Dr nT?� —_ �- ,. 3�. iiltration Rar "'�r"_ _�_ . _-..r:.�^er �taLe :ss. +..1� Z 1��aL l ♦7l 1J�� ..�.t� �air •ini Stra�r�e: � �� u�CS�T _�.aL1Cti�S � �o�et�r�s) :�cati� � �nfluent C.au�e =�f1•.��ut �au�� ir ��ap to Waste_� Circulatioa P � Gap3�itv Grw •a ri. T�?'. �__ _ _ . _ ._.___ . _ __ _ ._ _ ._ . _ __...�_...,_,.....,.,._... ._. • � , , �kir.�ners: � (pne per 500 sq. f.t. af area, TYpe_, �%+yl�z�v?� :;u�!�er minimum 2 units) . Disinfection Area; Ca "� Chlorine: Gas =�YF� �?�ke Z,ncation of Inje �- n p�;�;�r Ekhauster Room: Make- ?r �ir Louvre , �as 2-iask Daor W' cw Saiptv ..a��r_� Switch Location / _ � �/ 4 P � � �A f�r�;:,. F F..�., . Rersarks Othe�' Disinfection E ui mLnt: T�. -� �-s'� - �� C �� j o-� ,- S - �f'/f��C�"�� - /{��v n � i . O � �7 c� G�C � Heater: � /� '' BTtJ Znput��t'i d� '-� Typ2 r-'�t-�r�'s/�^,*:y t/ Make 7 - — � Pb�l Cleanin S�stem: ' -� -L�� 7--�r �e Ho� Qperat�d / A� l/� . Otl�er EquiPment: O � Poal Fenced Dec� Cons�x�uction ��Cl--�-� � �,� - � Deck s�rains /f/� Lights /��r,e� Dack SZope Ladder(s) n�= �"� Diving Board(s) "�1��t I,ocation p h pole L� I��fe Ring Yr-T-� Life i.il.e� �,�r� �� Inlets Spacing Be�t�law water line . Chlarine Test Set - �� '`" Calculations � Remarks; ; - i £S E�G 73 (4-68-2) • �pj rA� � • • � �� NATfiTORiUM DES1Gid C�NSULTING PQOL Ca?�STRUCTION �� `I��Ss �'.`• PO�L EQt�IFN�+�T 3341 SQUTH L1PfiN STRFET 4�7 BELLA,IR� E'tV�. , EivuLfl�'i)OD, Ct)LOtt1;D0 5�110 HOUS�Tpi�, TE.y,AS 77�1� 3�3/761-1123 . 7I3/ 555-�958 , �u��r �� n�,�f�� z�� x�Z H�at�r Fhgs4e� �'i.��at�ion � ��3' Air Ts�t Sxhs�,at Sf,�ck �r-t.,�,t/ 3-7';� �p" /�!o n: ;';,= :� /`,�c::,�' C xC�7r'"�-- Area � Filt� Pl�icc�ll S3i�e��a� In & Out 1da�ts GPA f-f/-�,�r�tSc--� ��•:� �� X /3" �,?V x � •• �� ' 7'f� ��,2 sf.-�i�. t �� p�p ' Ph�ical �i.�nsioa In �k G�t A P Fh�s Yolta�e � �;�-,�r�-c aa.,��3%f'� �p�/ " �.`,� /n` a?y�= - � *� rr'�� g � � i I.ight Ystt�e ��c�� ; �—�n�c� � �� tl /2�i'tS r�-:-��C � J� �,�,c+t8' 3 v v � Y�.C��a �O�Q IAn�t�9 P�91.l3 I�a�ia . _ ' .,� �S+ �� _.. /`�f)>7ctR� 35 +.- I `tT�C}�OSO+r��S@Y1A+�2'3.O,i� �r��CA� �6� � ! ' r � '�lE�'��1�1' y. _�_ �.��'1`6�� '��t �� ;. � � t � z� �� .� x�t� �� I Y,Q1.1 Rr.ah ( �3.�o Bi�B �. � I.iie Lia� E• Slectric�l Coatsa.ct� is t,� gro�d •atizs �1 bat� �a3 pool ci.tcusfereRace� a11 lsddera, 2yandrails, xSre �11 1S��ta, and �cnne�t �01 P�aP to senriae, � , ��, � � � � . �� € • � . C�nZarinator:�-A-r�,�};,� � "' �'�u� �� nivi� Baarc': 1�t, Board ?.. � Sup�z�ts: �'��,� CH�:: CUT I��z3�r oz• �z°�b Rail�: �ii� �chars � ; �. ��c3 rtxil: �? (y�,`l r� � Anch.�rs C�fICALS: } 1. Accessabil�t3.�; /' CV�=�� f ?. �cav�tion and D�sposal: _ � v� � � � � ;�. R 3. P3�hi�g (t��ater �: , gas and back�,r�sh): �y dc.�.�n� �+• '�ectrical (I,ocation and Run}; �`,� v ec��)c�7%' 5• Ganstruction Schedule: c4T,�3��-' t�1e��o� pc:' � �73 b. Other: r ; ; , � ! i t E t t � � t� t �, � }t i . r • � • � � /�� • � • hATATORiU,U1 DE51GN PUOL COiVSiRUCTIGl�t S�►J�r� �;_-�+�yT'��j� �"�'. P�t�L EC�U P'�Ei�T 3a41 SOUTH L1PAl�I STREEi 4�07 B£t.lA.IRE �'�1'n. ENGLEY�'OOD, COLCRH,�O FD1i0 1-iOU�i G'k T�JCr,S �7G25 3J3/761-112� �te �u,�� `� 3 7�3!�66�-�9�3 { � ." L4�t•?�Ty �R. ��`P,.�.�> A-j (!/�!L TYFE QF rC�JL ^ , �f%f�1iL�i '�t�� , :-'s��S �i41 L � �•�� i — PHd�� PQJI, 5I�1'E f}(�'J7�.>c3�-TZ1 �iC,��iiU ^, ' S�Zd7T�iI'IO:r Pool TM�e ��. . ��i��t�� Fer. �, ! �d ` • Sg. Ft. �a:� -----._._ �P• {^�3�.}�j't��c�� SIZE: 3bx� Z��out 9acuu� Cleanex, y� =: I.��i�S��'V Y �V rV � la�C4�a.4� � k�.. �sh: �f t'S �,. DE�I{�'T:��•�1�Ez�, f i �t.�el F.and �i�er: `f� i. COI+�STRIJCTIOI�: ' ' , �Y:,�F�°TIO?t �'est Se�: t(C-"� .� �teps:„2-,5� pnux, � 3��ter: �jES � Coping: CA��i i�tTve� , Cup �nchors: �o ' o�. J Sa�ety Rape: l�t� Electric Cround �f� 2T�SPECT�O:� L�deztir�t�r Z�i�ht:� Snterior Finish:�(/6hy'.S�'D��y T3tae C1�^k: �U ��`�� Deck Forms l�vP i�'� L> �`i12. �F�tt: /UU � � 7�ck: Sq. �`t. Main 3k'ain Fitt3ngs: � 1 t Filter S].ab: l��. ,eC3�1y Yacu�m �`itt ings: �1/G Depth Nlsrkers: `�C3 { Return �ater Fitting: �4 ot�.�: �- 1/.i � E�UIN'!F,ldT �'�-�: �Io Filter System: /�i�p�'-�'tSC�' S1ide: �{/U ,1�1��3'� � �P:��-��i� Li..�'e H�ok & �„t.�? Ring: �C� a �� Heater:Ci�Ey.y�► �a;; I,ine F3o-:�:��-„�r: t/��j ± ukjumer•��'�'•�rrs�s r�,r'�,_ �d:PECTI�.7 � . �'i�:.��_: � ( �:`A:�u_�r_4�.?n -� �?.I;-LTP ; � _ _ _ _... _ � � �� •_ . _ ! , _ .� __ - - _ _.. ______. �. ._ ._ _ _ , ;� ".:.�_ . . .� :-- � ; 7"� � r � t�T ; r�j; i � � �7 - _____ ._ _ J. � •. _ _�_.._ - - - - - -------U--- � - !-_ -----� -�- t�� ,- --�--,�; . � i ��+r � ` `: 1 „ � ,�I � �;� i � � � � � � � �� _ �--L> -- --- -- --�-- -- - ' i � , � � ! � ; � ` �i 1 ' /� � �c e7 , ` • i ( � _1�--- --' �� Sk1,un+EAt �� . !\ _ � ^ •�� ` ' �` r�__, . � A�tAtW t� . ' . � � L .+y - 'r -�-� ------_-- �, ! � � L�r/7 ---- -- . y�tl£T „ `-.�"_ :rf:�#�<r; . I �� 1�1 t� rNIMt<D QN K0. 10�0lt Ci�ARM"IDjT . . ,_, . . ;.. _.__.. ,.,_ ., _«��....��:�:___,�,�:�.�,��..r:..,�;:�r��;:. _ �� - - — - - -_-�---.�....>..�.,� :� ��._� ��.� .�u.. ,. � �� `°"�:�`"� � i � � . � � , . � ; . � � � _ �,.�.� - - F-i�;!�`i.�� r'Z!i"✓ a0 X�G's r�/`FEFc��.%�.� .�rs' : -- cc��f�"T,� �arrc�,��t &�Sqfr��a`n�;�i��r�`� - �C�'D t�.�11s' �.Sr�/R�' �-h�At�/l�.�'�91�. . ,��"GD�iJpI77�f':�`T_C ;l-,:�'G'l>�;�f�i?7'.C-/C�TS l.C�',�FS��s % �a r_ � / �'f�rC��;��` rTr � '` .�7��:�: � S'%►/N°✓Ll'�"rl� �t`-T/Y�7'.S� !i`�i`f�!/'�'��,/`�I� '/ - J�s��tiHr��s�o f-��7�'�;-_9�s �-�?�'l� r►�-� �s�2 5�±�" �iaF�F�:r�tIPL�C�`y��1`��'�FI -. : . �. �, �` t:_. � o�� ' s�ay-3� ��F�r��h��t�%:,� �-�v M�r�c !- f �• a� / ,>.. r/yv /�rt�L � � ,-' �'f,11��/�'�9Tt9.�' F.�`�.//'.r�;c TG" !(�t;-,l��A� �'�+?� .,F'�- ��4�[3 fa //�FS�'� .�i�T' � j�%/TH 'd&� 1Jf�Ih,� t1� � 1f1��^:`�� 6�a�-S ��Z�'.(�r-f,�"r'ICr't��'r"��•_.. __. . -- � t� . ��j , DiWl�l�l OF EtdGIh�EERING & SARlITATifl49 � ,%/� ' it� c�iaric� of the reverse plan sheet and/a ��s � • � _ ___ , ,��- `,,,r,��, , ------••----•---•-••••------•-••-•-•-•---.. of specifieations have been rwi�a� --— — — — --� -- '�"` "'} L. In accordnnce with current minimum sanitary ru�! _°--- --_i '— _�y_%� � u�d standards of the Colorado State Department of � —' �:51ic Health and are at variance in the following i �� ' ,ocpecjs: ._..------•-•--•- -- -•----- � � �< �--� ��- .y__..� � �� frt� �� f��s_��,�>?2:"'l�_/i,?�'"^_-�, --•- •--••-- ,. - --- r ��="�1�----,�-�:�_.__..�Y�-c'�-`-cfCc�-�C.-.��.�-,�_� , . - ----- ------ -�----- ..-- -- ------ ..._.. .� ��.,�':��------�.:--��,.�!��u-��:l�. �:��:...��:.�:-"a. ; -------------------------�-�---------------------------�--�-�---�----�----��------�----.._..._......__ .�,,- ---------------------�------------......---�----�----�-----...-------�--�------------------�----....._.._ .., --------------------------�------------------ �r� -------------------�------------------....._...----------- . �-------�----------------------�------------------------� -----�---------�-�---------------------------- ` ------------------------------------------�-� ---- ^ ----------------__ ----- --�---�------ .. ` .��- =� � *.+mined by: _ �.-�. ' F ..F-:> � ------____ -••-. , � ..._.._--••-•-•-'� •-- ► �c� ic j 3 ,��.- ,��t-t'1��..-�-� .._......�--:..:..., ................�-.....-�--��-------....._-------�-. ------------- � Date Titfe f % �u� �' �� mmendetion.. `-� y��/T� � _ � • --- - --. ..._ •- --=•-• � ��r ' �� ' � -� ....:._._--�-�:.� J _.... __....--- �-------- --- - -=�?..�'..� -� . , _ ..---� ��,��.�---3-..�.. . . . .. ....._.:��,,...-_------.___.__._- �ti, J) ��-r'A��-�S��1�;�....--••••-•-•-•--........_..--•-••"'•-._.r....._ .�,- / . .. . __.__ ._-.,l '•'-•--.... � � �� - �ta'2� " ' � — �;Tttf��_��_ _.-_ � - _-_ -� . . . .� � . - f APFR�YED EtY: DRAWTt HY SGAiE: � D ATE: R EV[3ED ... . . , .�' ..._._. . . .r . �. � �.. r.�ti Dt2J1.WlMG MUMEiER , :��i r^�- ,. .-�; • , � � - -? /.r � �a. � _ _ ______ .�_ ___�___ .� _.. 4 _ --- ; � -- -- s.. . � ��r y �vc�;�� r1A��;�'�c'CGGK GRTE. !/RL✓� �; ��E.SSG'FlE vk�LlGt �}TfrE'r?�Lt4nit TCFc Q �1DGs/�'✓fF'T�R ;$ �, '§ �s�u��z-o ; — .� � ,�r�ar,�R � r�s ci,vE � _ . �� jIZ?"�'"R � g�`�E Rr�� - : ` .. - . � _,�� - - O ..z� O/ _ : : �� - , � � - � � �,� �. �/ � Q C� � � � SGt�P � . � � tQ.i Q�N��W�:Ff (a'�A! �: _ R�dat P /G.k/Ft.t.L[1�,/E.�,/;T� �'��ct[!rs/! �! (��" '� � O �,. \� � :., FROM .�� . �� ; � �Y,�i�Rf L.s"NT STR.3t�v�'t4 FRO�t - i � � ;�, ;:�. , ; : 1 . , J � ,_ .�- —-- - _ _. ._�. -- - ,_ . ,_ _ _ _ __ _ _..__. - -- � ,.R.� y�.T f��su�+� � .. MAr:v DK�r� � i , �� .�'U�Y� , �� SK/MMERS �______ � Uico+c,�roci t f y� i f \ — tlRh'U1YE �, � - t f71 TE'f� � �u11��EE Rt�tlE� � ��Tc�SQ� - : . i (V�'�'� ffER TEf� . 4;'r� � (;i`J1�!('.6'� Q� �p}+ra�!�EERl� ^� c"4 S91'�91Y,��'� � - - ....� _ y+�a �`�s,o Q4 the revar°e p!an �hc;�t andlor [�� ' x Y .........._-•-•....---- �f spe�Pieatian� hav� ��n r��+..�. ---•--...._.._----- � ' ' f_- �ccordance with curren4' mmim�m 52nit3ry ��:�� - - _ - � �n � t,�d s±andards of the Coloraao Stat Departme^t of `_ X ?u.hlic Health and are at van nce n the followin8-------•�--+V.'_ - " - -. - ...---. ••----••-. •- - fp.5p2Ct5:....:........... - ./1 L�� ._,� - � - . _ - - . - _ . - / ,G:.�G�t.C� �.�""1 . ... - " - ._-.. _ . .. � -."-' . '-.......-' � - -•.""' .� .. � ...-""-""-' -" ' '`^ .. � - - _ _ - ' (�-'-'..._......_. - '---"-' -- . "' ` -'"'- • . K�c'i YC� .. ..............•-••• _- _ --`� --•=--�`-----...'-•--.�...: c_._... . . - . ._ � ---- --- --•-- �----t��1S�.�'��+�1�� '� �----•-•------••--•-•---•---•----- �•---•....._.---•-----•----------- .•-•---•-----•--:-•--�--- --- ' ��t7� •-•---•------••----.... �� ---•- � - -- --•-- •-Z-�,---- •---•-----•----�-- - _ ,� ...... .... . .... R�,� ,3P a,;�mir:ed by: �----- -- -�- . - . _... : . � ' --- .-�tt:�--� ,�;. 'ar'! $,+�FRf��f{ .., , � �k.��-�:.... .... .::. ....... d.�!--��'-•��2.-' ..... :" Titie Date , ` ---- ---•-----�- •---•----•---•-�- ' � ;�. .�..t.-.---�--....._ ,?c�sorEmenu�tions: ..... ....... ...---�--....---•-• .............••••••-••-•--... ...._.--------""' �++.S�+cr�t�rS----•---•--• ---••---- -�------��- --- -�----------- .... ---•---- - -------------•---- ._.___..e.. .. ...................�--•-•----- 1l'.lYN,+7/�s91�!fl .. -•-•�---• - . , . .... .... ... . —_._.-----... �,-,�,-iJ{ � ' --....._ ,r,... .-------••--...•--••--• __�,... , ..-•--•---°—°_°-- ��, �� _._�._�.__._._._._- _...._..__-- . __-_ ____- , �� r,r�� 0��1 ��o�r � Ar�,"Rt1VEII EY. C(lA`A!i Sl' ��p � SGLE: �{ �*�C-A t��S t F?EV�S�B :ATE_ ,0�, ` ,��!!i i� ..�i i i tT�,'-f J, .�"��tr. ' �� FN�v'. :.x.=i�A �_ ' '7=r�7 _;j �.� � . . . . �. . ��- .-. .` . i-.c. _ , -_ - .,..,_.... .____,. ....._u_.-,�_�.-..r..�..�,��._ . ____.,_., _,,._.�_ �__,«,... ...____-.-z�_. .__ _.,_,x,-„ .„ ,t..:�.,.. �._._ � . ._ �. - . _. , _ . ,�. . Ytt. V, M1 �I�i ��'�i`iiI �� . �. .. �� ,�i� � : � ► I ��I.i l I � i � . . , OF c`O� . �r• :� F� �� ,��o ' .e,e STATE OF COLORADO DEppRTMENT OF PUBLIC HEALTH ' 42f0 EAST 11TH AVENUE • DENVER, COLORADO 80220 • PHONE 388-6111 R• L• CLttRt, M.D., M.P,y„ D/RECTOR Oetober 17, 1973 Swim Centers , Ine. 3941 S. Lipan Englewood, Colorado 80110 REs MS-4, Vail - Enzian Swim Pool Dear Sirs: This Department i� in receipt of the drawinge and specifications for the aboqe referenc�d project. The material has been reviewed in aeeordanee with the regulations and standarde as set forth by this offiee. The varianaes are as noted on the drawings and as listed. l. Ground Fault Interruptera shall be provida�d for all lfghts and electrical outlets. Z• Waste to sump ahall be via air .gap. No other varianees Wer�: notad. Return�d herewith is ona aopy of the revieaed drawings i;:' for your filea. , � - Very truly youra, FOR DIRECTOR, DIVISION OF - • �`N�INEERING AND SANITATION �� ; Roger H. Smndes, p.E, • SNim Pool Speeialist Engine�ring 3�etion ' RHS/map � ' Eneloe�ur� � . ac s Erik Eda�in . . . ., , � �: . � . I � 8 NAVember 1973 I Mr. Jim Har�sen Hans�n a�d Jordan Cdnstructipn � P.O. Box 17?� I Vail, �os�orado 81657 RE: En�ian at Vail Dear Jim, In coopsration with th� 'Western S3�pe Gas CoMpany, Inc . the proposed concrQte cc,verix�g of the utility e�ser�ent for parking purpos�s is hereby r��nic�d; howeve�r, i-t has b�en a�r�:�d tca authorize aspY�alt in lieu of concrete if this meets with your ap�roval. T?�e abov� reqvirements �tem fram th� nec�ssity of safety� and continuation of �as �ervie� fo�+ the �itizens of the Gore Range Vall€�y. If yau have additional qu�stions , piease fe�l fre� to contact �ither myself �fi 476-2310 or Mr. Harry Me�yes of � the West�rn Slr�pe Gas Company. I I Yours truly, � _ TOWAJ 0 F VAI L I e� e. � � Jerry L. Aldr%ch � �� Chief F3uildin� Official � JLA:r� i ' T � d /Z/,C —OGE ••�''� �, „�,,,,, � a , , i , � .. CaLORADD DEPABTMENT OF PDBLIC H£AI:TH , - I • SF1L•`�G�IT.NG YOOZ DHAAiNGS � SPECIFICATIONS �TIEfi � pvol�il/Z i/�itJ f}� V/�ZL /�d t�L T�'Pe I i�Z iA -�Gli`iL-1 T ,,i � . Address j-}-/L�C��n ��e ± � Owner or Operator�j�Z Address ��}1�-. Matezial Submitte3: .Drawings �pecificativas `�Request or Rec�'ew Form /�d Drawings Revie�ed ;Or-�- �� _Reviewer �/p �Tater Supply: t� Sourc2 of Make-Dp tilater V f}11_ Potable yt� � Fill 5pout�[� Other Cr�o,sj�-Caanecti s �ZJ/)�tZ T/LL�(j!'��✓ 771,la S,r�*r�►c /3��71-I� i�laste ITisposal: r, / Deck Drains -�� Filter Bac�rash 7 C� Gutter 37�ains _� 51ci�ers �� . Genei'al Foel 3nformatio�: �tape , — erall Length 3!0� jiidth �v � _ , Max. Degt..�: !��!o f Min. Depth .s' G 5urface ArEa OOSS. . Poo1 Capacity �30, Oo0 qu�S '� Gallons �Tading Poo_l: . • S�ap� � Lengt� Wid DeFth Capac Gallons ' . - _ Pool Constructivn: � �-/ / Pneumatic Cencret � Cd K Placed Cuncrete �/E"� 1'iechanical Equipment: ✓ Filter{s�: 5and � Anthracite Othex'��/7 pressure - Gravity Hi-Rate 5tan ars Fcat� Number of Filters Filter Area-Each �sq.ft. Total Area sq.ft.; Filtration 8ate T—'��Ii�it�. i�urnwer Rate , '� �$• Backwash Rate lance Tank <-- i,a�acitq I Hair E� Lint Strainer ' B-O-F MeLex�� Zv_atien��- �v� � _ 3�e�vu.,meter C��S I.,ocations(sl f _ , Znf2ue.nt Gauge Effluent Gauge 'z l:a� to Waste � . - : Gircnlation Fump i;apacity /l� � � @ �� . � I �ilterfs): Diatomaceous EarLh Pressu-e V um Number ilt�zs , . Filter Area-Eash sq.ft.; fiotal a ..q. ft. F'iltrativn RBte GPM/sq. . Iurnover Rate '�rs. � ptecoat :ar.k 51u Tant ' � Hair b� v 5trai.ner 8- � !Keier atic+�n � r �e Lar�s) T atioa ; In ent Gang� Efflueat Gaug� Air Gap to Yaste � Circulatiaa I'a� Capacity G�M @ tt. T� . i 1 _ � . . �� . j . ` � .. - �'•� � � � � ` - / � 51ci�ets' 2 f Type � �iyl,c�UO.�' Pumber ) (One per 300 sq. fL. af araa, � minimum 2 units) � i �isinfection Area• � Ghlorine: Gas Hyp� �P��i�' �) I,ocation of Injection f Room: Make-Up Air 7.ouvre Power Exhauster Door Window Safety Chains Gas Mask ' SwiLcb I,acation / ; �i�os�:T��B-i� Remarks Other Disinfa�t.3.an Equipment: T�►pe! _ _ . �ic ji/orr� '� �ie�RZ�i� -i/"'.v n� i S v S�n�.r�-r L 'fcr C �G• Heater: �e_ Z �e �BT[1 Inpnt Pool Cleanin S stem: ' � . �e How t?perated u _ Other Equipment: � Pool Fenced • � Deck Canstrnction -T'� Deck Slope Deck Drains /�1n 'i I.ights 7 � . . . Diving Board(s) ✓ Height I.adder(s) n�r� -� I�vcation _ .�� 7�ife Ring I.i.fe Linea �'- Reach Pole • 2nlets Spacin Depth av �ater line - Chlorine st Set � ,...�� - - / ��T . �aT�culations b� Itemarks: . .__ ; - . .. � ,_..,.,. . - : . ` . � , . ,.. r • - r., . _ - : . ,fi. '' .., . �.'.�. � _, . . . . . . �, . . . : �. ,, , , . , . � � ,� . f ��j ,., _ r - �.: _ . , . . _ . � � . �• � .. ..,� .,,.:;:. r� - �. ; � � 1s.� . . - .. � . .. � � � . . . 3 - � i �t', �F '�� , . � � . � � t -� .. .. . . ' . , .. � . . �' . � _ � , � �:�� ... � . .. .. � . . . . . - . .. `Y:', `' ' s. . . ' �. t � , ' � .. . . . ` �Sj ,�J _ � � ; _ . . . � .. ... . . ' . .. . .. .. , � + �4�� M ' ,; � . . . .. 1 , , .'. � . � . �t�1.' .....Y'+ ._'4.. K .atir: ... . . , . � .. , �1� .. . - . ' . . .. . _. . � .. � . � . . � � � . � . � . � . . . . .. �. .� •. ' ' �� s � �3 t�-6s-a� , . . : , I . , . . . _ _ _ ..: . :,.: . , _ 1 , � � . ..-.-+�-�-... ;� e, ",. . NATATORIUM DESiGN CONSULTiNG POOL C�NSTRUCTlON �� CEr1��C�RS� INC. PODL EQUlPMENT 3941 SDUTH LIPAN STRtf.T 4007 BElLA1RE BtVD. ENGLEWODD, COLORADO RO110 HOUSTOh, TEXAS 77025 303/761-1123 I�te /� ? 3 713/ 66�5956 ESTIMATE FaR. �.�i�J A� l//�/L �7CPS �' POOI.t'f�lic y -�un � Y i4-�iL � L�v< o PHOl� p00I� SITB��7_T�>e��l.� a4�C�t��UG.s SAI,UTA'1'IQ1Y _ �bo1 1�rpe � �' SPECIF1CATlONS �• �• ��d ` 5q. Ft. �O O � _� Cap• �Gals•)��GUa� s�zE: 3b�a-v � �� v� c�a�r: y�z � ��hS:.��i Y 7�.3 r�i w �LCBVS� W81�. Brl1S11: y� . 13E5zt�IT:�e�-�o�e�,r�Et.s, stee7. Aand �fmme�: 'jFZ. �/ CONS�iA;TIOQ�: Ii45QE�1'�Dlg Test Set: � / � Steps:„2—SeTS P+aur Thermameter: �� Copin6= CAl��Tic�ve� . / Cup �chors. �i - � . s�� : �� . �_ / _�.��tri� r�a y�s iRS�cr�o� �., ��- . �t� �.�t:...,� Interior Finis�:,t�6�l+B�eOa`f ;;..:X : . k�. .. � Time cl,ock: �1t� � �ecac �z�ms�Jcv��c :,'� ,� �„ s�t: /Uo / �; . � ./ ��: �. �. ; . ,_ . _. � � �.�8: �y �t� ss.a�: J��. ,e�.y _ __ v� �tt�s: �Ilo . nepth r4arkers: +jt"� / .: �te�tia�n Water Fitt3ng y otn�: �— ��i � ' Hydro-spa: /Ilo i �4 C� j Filter 5yst�n: /�� S11d,e: /(/O / ` 3�as_� / � �P=�-�/� I.i�e Hook b Ring: G'S � fl2�•/� � Heater:6�'�9*� � Gas I.ine i+'lo-Met�er: !l� N�F�'C�l�t�'�s'!��_ 1N.�IaS � � � �er. _ . -.� �P�E� c7�Afi-vP� � � � • � Cblorinat�:�-A-�Rs"�C FIlQAL Il�15F'Bf.3� Diving Board: /�o �oar3 S�ippoa�s: �U CSDCK OOT I.ad.aer o� Grab Rails: C�l� Aarhoa�s � O�: �d �: a t�G) �� : l. Acceasability: Co�,a 2. 8�ccavation and Disposal: _ �N c�r T� 3. Plzunbing (i+�ater, gas and ba�chwa,sh): �y dt�n� �. IIectrical (I,ocation and �in): . �y vwncQ . 5. Camstruction ScheBule: � ��y— t.Je�X°� c�c� � �7 3 � 6. other: � . <n�. _ _ - . � . . . . , , - , - . . . , � , -., . Fx . � . � � . . �:. - - . <.� r- , . . .... • � / _ - • . ; _ i"` 't� , _ R, . .. , . ' , � � ��.. � . • . - �. � . ,.�. , . .' ,� ..,:.�'. . .4.:. ., . ..:,`.;_ . ; . . . . . , � .. � � . .. � t : .. ... .. . � � � . .. � . . . . . . . � .. " .. � - . . . .: . � . . � . . . � . .. ' �� .. . . I � � � . 1 ��.. . .. . . . _. �__' . ,��,:a��.i.. �.. , � � . �� _..,I a.► � . . � � . - � � � � • ` 1 � CONSULTING NATATORIUM DESIGN POOVCONSTRUCTION �lWI� INt.. POOL EQUIPMENT 39�1 SOUTH L1PAN STREET 4007 BELLAIRE BLVD. ENGLEIh'OOD, C�LORADO 8011d HOUSTON,TEXAS TIQ25 3a3/7b1-1123 7L�,/ b66-5958 B�TIPl� �OE �n z iAN l�VAi L SYD��sIBG pOr1L Heate� ph7eieal Di�ensiom �as 9nP11,� Jir Tst �t St.act �r-yHA/ ��';c /p� f�on c N�'`r� lV Un� Cxc�fn�j�'�. 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'��'. � . � . � �` � � � � ; , �_ . �� ' ' .��u ; ., � ...—.�� ! , '' . , . , � , . �1 � 'al:. � , ' ' ! � ,> ,6 �� ,��,,� ,, � �, � t, ,� ' � a , - , . , , , r . � �� .I �.� i�� i:��,�tii �i I �,1'-� � i.- �'1 �� 1), .. �. . . � . �` / ` ,ISf•� ,A.�. `�� ,�� i i.�:l� . '1 . � � -� (. . . �� IY. �' � �� 4 U�� , . +`� ' �� ,�' , � � � � ' . �.1�I .�w� � '� r, ,'i ( 1 � , .�17 (..i' i "�f. `�'rii��} .��,'!� 3 , � 1 ,1 . .. ' . � A �' i � VI` �' � , , i� r,,' ' }�' =a` �', "� I ik ti��l , �� ... �'�;�c� ��4a . 3 � , , r'rp�� <,,� ��1, �' � 'Iti' ', �,r �� e • � � o .� , � � �' ' , �� "1!„�� 'i�`� '.' " ��' � , ''�a ff� . � � i�� ' .■.....�..� ;;. , . , � '�: ,a, . . + , ,,, f ' F �, ',.', 't i . ^ I ' '.' V* .' ,i . . ' , . , , .� ,� f � ..j ' .. t �..' �t,: �.� . .. -1 � . . ` * � ' � RlE OCT 1 9 �973 r ROGERS/NAGEL/LANGHART PROJECT: Enzian Lodge No: 344 DATE: 10 / 15 / 73 PROJECT REPORT _ TIME AT PROJEC?: TEMPERATURE: � T DIT . P R - - _- Exterior studs and sheathing being installed on the perimeter of the Lodge unit this time. Owner�General Contractor has decided that door seal application will remain in the project in lieu of installing stucco, which was an alternate specifi- cation. Swimming pool installation has started. Retaining walls being poured in various locations throughout the s i te , Interior partitions have started on all floors. Grading is being completed throughout the site . Ready for final installation of retaining walls as required due to grade conditions. D UM TS DELIVERED R RECEIVED R<�GIItS i NAGEL L,�NGHART INSPECTOR: �1�cliil��cts ( n�yinr��rs Plann<�rs �Narren Foster�mcq cc: Hansen Sr Jordon, Jerry Naqel Jerrv I�,1(1 /�r<rE�alio�• St . , Uc�nvrr,Colo. 8020? I�•I��,i�,,n�• :�22-47;�1 �� Aldrich, Ed DeVilbiss, Tom Punshon � � SPECIAL INSPECTION REP4RT TOWN OF VAIL , Project Name �� I nspector A ` � �;;�� CONCRETE : � � ! DATE � LOCATION �APPROVED CORRECTIONS REQUIRED u�..-.=�, �s r��.c ► r r v .� ii 1.�"l��' .� �.� � � i � MASOPdRY: � � f i � - --- - STEEL: ! � � , , i � ��/ , � � �� ii ' _ ---- ,.---- � � PRECAST: � � � � i i , � ; ; � : OTHER: S ecif : � � s ADDITIONAL REMARKS _\ �- � ^ -�_, ROGERS/NAGEL/LANGHART PROJECT Enzian Lodge j No: 344 �- DATE: 10 / 8 / 73 PROJECT REPORT TIME AT PROJECT: TEMPERATURE: �ll� OCT � 91973 R Concrete floors continue to be poured. First floor poured today, October 8, 1973. General Contractor was advised to insure that dowels coming out of the vertical walls are to be bent into the slab portion and must not be burnt off. They should be bent into the concrete as detailed. Outside wall studs are being installed, gypsboard sheating to begin immediately. Retaining walls throughout the project continue to be formed and poured. Questions concerning the retaining walls around the property line at the road is in the process of being resolved. Grades as shown on the revised site plan are being checked for final apprAVal . Progess of work appears to be exhemely slow and must be coordinated in order to accomplish enclosing the wall areas pria to winter conditions setting in. i ROGERS / NAGEL / L4NGHART Architects Engineers Planners (NSPECTOR: Warren Foster/dkd cc: Hansen 8 Jordon, Jerry Naqel, rrv 1610 Arapahoe St., Denver,Colo. 80202 Telephone 222-4731 ��' �� Ed DeVilbiss, Tom Punshon i �.. � SPECIAL INSPECTION REPORT TOWN OF VAIL ? Fl�E OCT a 4 �9T3 Project Name Inspector� � CONCRETE : � ' t DATE � LOCATION kAPPROVED CORRECTIONS REQUIRED l � 7 � E � i � � MASOPJRY: { � i i � � � --- ---------�-- STEEL: i � t � , i ; f � i + PRECAST; � � � � � I � � � .- --- - . ; � ; � OTHER: S ecif : � : I + . ADDITIONAL REMARKS r� � ' i � .�.- � 0..�2�_�____� ,- ��- � - z�-' �, ��-. . � � � SPECIAL INSPECTION REPORT TOWN OF VA I L FltE OCT 24 t�73 P r o j e c t N a m e ��Q.►t�.�1► I n s p e c t o r }��"'��..,a CONCRETE: � � �� c�G � DATE � LOCATION APPROVED CORRECTIONS REQUIRED ►i � � Z�r ( r��v0� �� •�Jl '�� 1 Y 7 3 � a.0 � � �� Z � Z �L /k.G�. V lV � y � ,, �.. �• Zo 7 z✓ ao� s�a� q ti ?3 � � lt !/ v MASONRY: ( i � i � i STEEL : I_ � !:' AB � o,��s sr / � - �v L � �S � �n ��3 s.�� 'Dr,�,k L�.c�k ✓ i � PRECAST; , y i , , I i i i . _ _____— , � i ! " _ OTHER : __S�eci f_y__� --__.. _ � � -------- --------__---�----------- - _____...._---�---- - --- ; � _ � ADD i T I OPdAL _REMA_RKS . _.____---.._--------- -- _._ -------- , ----- _ _ _.. _._._,_. _.__ _- _— ---_-------------_..------------ � � SPECIAL INSPECTION REPORT TOWN OF VAIL ��, ,.�� 1 ? �: Project Name ,- . , �""<. '. _��..,., 1 n s p e c to r�...%��- f � �I��, s�,��. CONCRETE : DATE � LOCATION APPROVED CORRECTIONS REQUIRED Gsyc4rt� /•t i �L �.�� ..�c«�� pa� ,�.�j r �/� ,s,� s/�r�» s .� 6 s�.,E�w,x � e�,�k�K9 wt! � 13 � 73 � s�GD�tO� FI r� �/K�s� S IK�N �`; � , � �" ,�: �c.-�f:"'J f��r,..-?��-�'� � >z �f 73 ,��,�� :�.��. �=",�r�� MASONRY: i i � 1 � � —. STEEL: ;i,�:�`a�%;�: �✓��.ti.Yrc_ ,f �� i Y�"� ,v - �,r.; '� � �� .��i L,Ji ��. � � i f E � PRECAST; i � � � ! i ( ._ _ —-- , . � OTHER;_ __S�ec i f_y_�� __ _ � - - _i-- ..- ---.__-- -----------_.------- ---�----__--- !-.._..�_---.��__------ P,DDITIOhAL _REMARKS ___,___------- --- ----. _ ___—.__ -_ __.____ __--- - ------------------ __------------ • . ----- _ �1/' � SPECI ,qL INSPECTION REPORT ,; ; TOWN OF VA I L �� °` � Project Name �� - .-— �., _ _ - I n s p e c t o r`� .. . � �,r..�� CONCRETE : DATE � LOCATION `APPROVED CORRECTIONS REQUIRED � � MASONRY: s i � STEEL �r�� / r� � , �i �. rJ., � pF l�y..i; /f,� 4i�V' t.r � ��i'Q C� CY`P•�/ �4�.}��+7 .�t�� / �•r ! i Z, �\% '/: fi t ` r-�.i •�i% ,L'c��i `'f�l -� �I� �" , ry , ,��-x-N tP .�-r�••-�� _. �/ � / ��T� �r � ` i � PRECAST; 1 � , � I i � � . --- -- , � ; ► � _ OT H E.R:___ S�e c i_f_y__T" �_ -- - -- � � �—__----_______-----F-------� ,. �__--------�--___—_.________ � � � ADD I T I OP�AL f2EMARKS -- - ._ . ...__._�_. _____ ...� .__.____._---- r -- ---- � __.-- --------- �, � � / �� '� 5 SPECIAL INSPECTION REPORT TowN oF vA i � _�.:.: �� 17 �s;`3 � , Project Name r� , ,-; � -�� I nspector�� >, , . J . �Fa�,r1•Q CONCRETE : DATE LOCATION APPROVED CORRECTIONS REQUIRED S�e�Cw�./ 30 73 s R�"'`K� Sfa,K�s Z �s ��z ��s ✓�/!i MASONRY: � � i i STEEL: � f�'� �i, , � r , / r�. � ��/ /J ��'' ' � ' �rt �. �/ + / ✓ Gl i /, , r, , � i �/ � . /.i � ?3 �` '' ✓r� G•'� J�' � . , � PRECAST : i � � i . --- , - � � � � OT H E R :. _�e c i f_y_�_, ___ -- - � _.______--'--- .___ --------- ----______..__.____.._--=------------- .L__�_---._________`___.__— __.. _-- ____ ADDITIOhAL ftEMARKS_.___�._----------__ `-----.�.�.__ �r r, � _ : . _ � � /� ) /� < , . � / �. � � r r � �� , :. -� ., ,.�.4L_L� '_": _'___. -.. . ... l._..'. _4�:. !._"""_ la._,..�.-.�� _._'_ .-�-_. � / ♦ . i 4 � / • /� . r /"" __�_ // �=-�(` : `_{._ (/-__...,�� _ -��-�'- -L�---�1 ��` J � /, �� / ��. ��. � �.�f'" ( �. f' �Ji.. ;' �ij� � �-. . . > C� � � � � ,. . . / l . I ! , ,.,, 1 z t _�1. Lz ��`, �--�,�� tirr- ..v ANDERSON & HASTINGS CONSULTING ENGINEERS 1 2 0 B R Y A N T • D E N V E R , C O L O R A D O 8 0 2 1 9 • 9 2 2 - 3 7 9 6 .,,,�. .- ��. �t! � � 1�� Inspection Report �-"'�nziai�:�.odge - Vail ��.. Auqust 24, 1973 Friday 10:30 A.M. Clear, Warm By: jo�ui..P.ar� :. . . . .,� . . .. , . .. ,. . _ ., .,�. ... , .: ., .. .: Met with Jim Hanson, Louie jordan and Warren Foster. Inspected the structurai framing, which was comptete except for tiqhtening of the top three floors. The 1/2" metal deck on the 8" eoncrete shear walls needs to be cut ''F back to expose the continuous keyway. Maintain a minimum of 1-1/Z" deck bearinq; Re/3SL4. The diagonal stair column on the south side has the C8 x 11.5 hori�on- ''� tal and vertical braces omitted. These braces must be installed as shown on Section 6SL5. The deck weldinq was started, however, many welds wer� broken loose �" and those must be rewelded p�ior to pouring the concrete decks. The base � modifications at 3A and 4A were complete and look�d okay. � At column location 5D there is n small trfangulnr w�dge of the lower floor which does not have any framing to support the concrete slab. Discussed with Louie jordan a solution using 3 x 3 angles to support the 1/2" deck. Some of the embedded plates in the baaement walls were inconectly set. Metal Fabricatora modified the seats to eupport th� steel bearns. � The modification appeared adequate. � �� Inspection Report Enzian Lodge - Vail Page IT Th� r�mainder of the structural ste�l looked ok�y. We visually insyect�d the welded column �plices and th�y appeared correctly done. We also looked at the ma�ority of the high strength bolts and were �ble to aee the marks o# the impact wrench, which tndicates that thess bolts were tiqht- ened to tt�e torque of the wrench. The Contractor has changed the stairs shown on the plans and some addi- tional checking neecis to be done. This information wili be senc to th� Architect shortly. cc: Rogers/NageljLanqhart, Archite�t� (ATTI�; Warren Foster) Hanson and jordan City of Vail (jerry Akiridge j A N D E R S O N & H A S T I N G S � �. .� c� � s SPECIAL INSPECTION REPORT �� - � ;.,,1� ��,, '` �' ,; TOWN OF VAIL Project Name �rl t�'/812 /�dNSC� r/ Jo��.h _ I nspector �t�{'t�C�� +� �ul�w'1,//�H coNCaET� : t DATE � LOCATION �APPR�VED� CORRECTIONS REQUIRED S�K�y�oS �� bG�ow 0. � /G 7� E. S r w ! �►'e/L v' H I+ et. �rk � � � . MASONRY : 1 � � ; � STEEL : � A/or�lt ��''{�'►M k/w' f � i Y � � - � � - � � i i V PRECAST; � ! � ---i � � � � � � - ----, ! - i OTH_E.R._�. _ S_�?.eC1_f.Y-'-r _____-_--- ---____------ - ____________ - � _ __ ---- _- �-------_____. . _--- ---_.___ --------------- -----___..___ - - - � ___-- -�---------- t__�__-----__-----�---- A D D I T I 0 f�A L R E i�A R K.S_ ._---__----------.----`_..__------------ i - � � ��r[ �N �► Au�ust 14, i973 t�r . T . J . Koyamatsu Internationsl Conference of Bulldlnc� Officials 5360 Sou#h V�orkman Miit Road Whittier, C� iifornia 9060i Sub,ject: ? i an Check �}o. 88 i 7-A and B81 7-B Dear Tac: With referenco to your letter of August 7, 1973, #he amount paid on the subject invotce ts cor�rect aecordtng to our v� lu�#ion of the proJect. The $ 127 .25 !wa� deducted to correspond to #hn amount charcaed to '#he owner for the permft and plan check . If you have furfiher que5'tion5 , please do not hesitate to contact us . Yours firuty, TOWN OF VAIL Jerry l. Aldrtch Chief Building Official dt � � � • � ROGERS/NAGEL/LANGHART PROJECT: Enzian Lodge� No: 344 �--�---._._ —_ DAT E: 8 / 10 / 73 PROJECT REPORT TIME AT PROJECT: TEMPERATURE: J T DIT . FllE AU6 1 ? 1973 P R . -- Work proceeds on all phases of completion for the condominiums. Shop drawings for rebar for site work was received on August 13, 1973 and are being processed at this time . Structural steel for the Lodge continues to be installed. Materials for correction work as outlined in Anderson and Hastings memorandum were to be delivered to the job site on August 13, 1973. Reviewed electrical and mechanical details with Jim Hansen. Suggested re-vamping the sanitary sewer lines through elevator machine room wall for slab on grade . Electrical items in the ceiling were reviewed and are to be discussed with the Building Official . D UM T DELI ERED R RE EIVED ROGERS / NAGEL / LANGHART INSPECTOR: Warren Foster/dkd Arcliitects Engineers Planners cc: Hansen 8� Jordon, Jerry Nagel, �Y 1610 Arapahoe St. , Denver,Colo. 80202 cc: A drich, Ed DeVilbiss, Tom Punshon Telephone 222-4731 5 � � � .��+�. � � R _ � M � August 8, 1973 w � W � c°� ril� �U17 � 1Q7� � Mr. Jim Hansen � Hansen and Jordan Construction ° P.O . Box 1776 w Vail, Colorado 81657 > Z W � RE: Enzian Condominiums � W � Dear Jim: � W ° Enclosed you will find a copy of an inspection report dated July 27, 1973 Q from Mr. AI Anderson of Anderson 8� Hastings Engineers, which encompasses Q his requirements for corrective work for connected steel beams to existing � concrete walls and additional rework for welding operations to structurally � satisfy all conditions. Please proceed on this basis. c� z QIf you have any questions, please contact this office as soon as possible . J d ZRespectfully yours, � � w ��} � . '� � •�G 2'�-t.9�.J � z W Warren Foster W RN ��° � WF/dkd � � Enclosures (3) Q Qcc: Jerry Aldrich (w�enc.)� _ c� z Q J J W � Q L � � W � � 2 : � � • ANDERSt) N & HASTINGS C �UNSULTING ENGtN �-� ER � z � �� B R Y A N T • D [" N V E R . C O L O R A D n 8 0 2 1 9 . y � � � ,; - :3 , `'��'=. �l!R7 �'��eN�� u'�'� Inspection Report Enzian Lodqe at Vail _.._.� july 27, 1973 --i�m ."�; - `; i973 �$ Friday 9;00 A.M. —""`� By; A1 Anderson �«�++�N«,� a�„ -- ►�.�,2 a�, --..... '--- �•Phv 3 rue nu..,_,_`, Met with Warren Foster, jim Hansen and Lou jordan at the job. S�eel place- ment was beinq done and partially complete, through the third floor. Crn- flicts regarding elevations of top of wall and bottom of column, �t B6 � C6, had stopped work at the eastern hatf of the iob. Ft was decided that the top of the watl will be pocketed down 4" further to receive the longer columns, as detail�d. Since the anchor bolts will remain embedded 9" into the con- crete wall, we do not fe�l that any further action is required, except care should be used not to damage the remaining embedement of these botts. At the north wall, the column base plates overhang the concrete wall approxi- mately 2". We are enclosing a Fketch of recommended repairs for this con- ditlon. It appears that the anchor bolts were improperly set, as well as som� movement of the wall top inwardly, caused by backfilling a portion of the wall without adequate support at the top. T�vo tube column� at the west side supporting the balcony, had base plates set too hiqh for the wall top (approximately 5-1/2") . These columns are �cceptabl� as anchored, however, before pouring the remaining wall and $lab, the base plates should be filted out sotid and grout should be placed below th� platea. cc: Rogera/Nagel/Lanqhart, Architects (ATTN: Wanen Foster} Encl. -- _--A �IDERSON & �, ASTINGS CONSU �' ING ENG [ NEERS 1ob T�N._,',�/�2/AN L�Z.C�� _BY /"?',..)'i-.�: oot. ��]�,�.^a�''Q 1ob Mo. -- e^ r �/ , � �� .�A�� 'la��c� Tia�i ��k� � o� � � , , . ; , ; E ! : : � , ' I � I ' �2 ��/� 5?"/F�' � � � , ; i � � I ; t � � � � ' � � i i 3/ � 'I ; 1 ' ' . . �_ 8 , , 3� � ' �_ ; �. ' � �8 ' ' I � ! I , i. � ; . ' . ._ .� � I I � , , , � � , . . o � A � � . , . _ _ . __ . _ �_____ __ � ; ; _ � � ; � � - � ! � ; _----; ; i. ; f- j � ; / i / / �� . ; , _ ( � � + , , ; /�: �?��2,c� /� W�' �2�� ' . , . . � � � i I , , , , .� ; � � , a � ' ' � Sri�F'.�3 ,�Er�b) � : , ; � , � i i i .i . i ; - M �� ' ' ! ; ; ` � � � ' ' � � - � 4 � � � _ � � I 1 , ' ; i , � � i i ; ' I , , , i , i , �'"�, ---- _ . ,� 3�8 � � ; i � , , ; . � , , � � ;- � � � � � � ; � � ! ; �� ' ' � i� ; _ -- . 'I 2 u ; TG � I _ � 1 � � . � � � , . , , � I , � ; � i , � , , i . ; , i__..+._. . ; i j ( ; � _ i . I_ I ' ! i � � _ ! �'Md�GD ' �s¢GYJ ( � i i - i- � , , � ; . i � � � ` � , I , �{ /� � , � , � , ' � �_ __I_ ; L�;�f-► �O� Y ' � ; � � ; � , , � _ , ; . � � , ; ; � . , , ! � � � � � , i ; ' , � � � � � ; , � i _� , , , , _ � _ ; - , � � � � , i � , ,_ � ! ' _ i ! ; ' I ! I ' I I j � ; , � s i , � , � ; ; � , , i i , , � i l..._. i TYi°��.�1 L �E3�15E /�' ; M�Obr,�"iG,47�/ON ' � j i ; � � ! ! � � ; ; ' ! � �1�-Oiv G L-�NP Q � ► � : � ; � , � , , � , � ' � �± . , , ' ; �0�� i ! ; n�y- �QivcHO,e Bo�T- f-�o�s w�vicH y,4 v,C � ' I �EN �N[.,�q,eGE/.7 To �T THE fINGHO�' ( � , � , ; ��r LocQ r�oN sHA�� f3,� C�,�.�rL�-: � ; ' _. ; ' ��E,a wir� t�/�'��o ' M�'r.+L� pieiv2 To ; ; ; t - � t _ � � C��'D�T/NG'j ��AS,E /� � ' ; ' ; : � , ; , , � , , , � ; i , t ._ ' � ; ? , : , � , ' � i � _-. . r `' ",� � lnternational Conference of Building Off icials 5360 SOUTH WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601 • (213) 699-0541 August 7, 1973 OFFICERS OFFICES OF THE EXECUTIVE DIRECTOR PRESIDENT T. H. CARTER EUGENE B. PESTER DIRECTOR OF � MANAGING DIRECTOR COMMUNITY DEVELOPMENT JAMES E. BIHR POMONA,CALIFORNIA TECHNICAL DIRECTOR FIRST VICE-PRESIDENT D. R. WATSON NEWELL POCK CHIEF BUILOING INSPECTOR YAKIMA,WASHINGTON SECOND VICE-PRESIDENT BUILD�ING CODEVENG NEER Jerry Aldrich Plan Check No. 8817-A and KANSAS CITY, MISSOURI guilding Official p(7�7�B TREASURER VINCENT R. BUSH City of Vail West Lionshead Circle Condominiums SUPERINTENDENT OF BUILDING POSt Off ice BOX lOO �� . VERNON,CALIFORNIA � � ' JUNIOR PAST PRESIDENT Vall� Colorado OlVJ7 PERRY C.TYREE REGIONAL BUILDING OFFICIAL COLORADO SPRINGS,COLORADO Dear Mr. Aldrich� EXECUTIVE DIRECTOR • T. H, CARTER 5360 5.WORKMAN MILL RD. I'n accordance with our invoice No. B-02030 in the amount of WHITTIER,CALIFORNIA MANAGING DIRECTOR $493.25 and invoice No. B-02029 in the amount of $282.75, JAMESE. BIHR the total plan check fee for the above projects is $776. We 5360 S.WORKMAN MILL RD. WHITTIER,CALIFORIVIA have received a check Zn the amount �f $648�/,J leaving a balance due of $127.25. Will you kindly submit the amount DIRECTORS due. GAYLORD C. DOWD DIREC70R OF INSPECTIONS please d� not hesitate t0 contact 11$ 11 there c�.re any KALAMAZOO,MICHIGAN DONALD A. ERICKSON questions. DIRECTOR DEPARTMENT OFINSPECTIONS MINNEAPOLIS,MINNESOTA YO very truly, BILL P. HORN -/�/-�---r'�. CHIEF BUILDING INSPECTOR -``^/�.��,!' --- PIERCE COUNTY TACOMA,WASHINGTON �` �i�/L ROBERT B. FELDNER � � SUPERINTENDENT OF � T• J Koyamatsu GENTRALINSPECTION r WICHITA, KANSAS C L Plan Check Engineer CHARLES R. HINKLEY TJK'YlU CHIEF BUILDING INSPECTOR � MOUNTAIN VIEW,CALIFORNIA VICTOR L. TAUGHER BUILDING OFFICIAL COUNTY OF ALAMEDA HAVWARD,CALIFORNIA VINCENT R. BUSH SUPERINTENDENT OF BUILDING VERNON,CALIFORNIA DICK T. JORDAN DIRECTOR BUILDING DEPARTMENT AUSTIN,TEXAS FLOYD G.McLELLAN,JR. DIRECTOR OF BUILDING AND SAFETY COUNTY OF ORANGE SANTA ANA,CALIFORNIA . . 1 �"!t 4 Kt'.. � . .. ( h.�. ,.� . , � � . . .� . . .. .P . �,. .. . . . � ..... . . . ROGERS/NAGEL/LANGHART PROJECT: Enzian Lodge No• 344 DATE: 7 / 27 � 73 PROJEC7 REPORT TIME AT PROJECT: TEMPERATURE: �!� AUG � ��a�3 PR Meeting was held at the job site with AI Anderson, Jim Hansen, Metal Fab foreman and Warren Foster to discuss steef placement problems. All areas previously reported in progress reports were reviewed pnd require extensive correction work. Revised details will be made by the Structura) Engineer and submitted through this office to th� Genera) Contractor. No corrective work is to be undertaken until these details are received. It was noted that the General Contractor backfilled the North and West side of the perimeter of the building without providing adequate interior shoring. Contractor was directed to immediately provide stiff struts brace to the interior footings to eliminate possibilities of any movement of these concrete perimeter walls. � � R RR V ROGERS / NAGEL / LANGHART Architects Engineers Planners (NSPECTOR: Warren Foster/dkd 1610 Arapahoe St., Denver,Colo. $0202 cc: Hansen & Jordcsn, Jerry Nagel, J� jep� ��ne cc: Aldrich, Ed GeVii�iss, Tom Punshon p 222-4731 I . , . � � � SPECIAL INSPECTION REPORT TOWN OF VAIL . / Project Name uf,�y? ��'f��i '" �I��e�� CL1C� � __ __ . - � Inspector CONCRETE : DATE � LOCATION APPROVED CORRECTIONS REQUIRED �^G� , . 7�fc h� ��c,J�/ /:� � i' /'�rz'�'- �'f,. �— .�.��'- T2�Z�� Z._ .r. �%<� � �,z -�`�' ,-� � � 7^i�zj.��--- x u � � - �a� �,�� MASONRY: i ' � ; STEEL : � ".�-E i��. ` ta%a� l.2! ;�" . C��rt�t,°i_ �4lvffl/1 � - ✓ � � PRECAST; 1 i � � � , 1 � � --- --- , ; ; � OTHER: Specif : ! � — �---------__ _—_._-- -- !- ADD I T I �JNA_�__REMARKS__� 4 1 � � ROGERS/NAGEL/LANGHART PROJECT: Enzian Lodge No; 3,q.4 DATE: / / ��y 20 and 23, 1973 PROJECT REPORT TIME AT PROJECT: TEMPERATURE:_ Fl f �I��19� PR Installation of steel for the Lodge has begun. Several critical conditions were noted on both days. Anchor bolts appear to have not been placed properly. Bearing plates in two or three locations overhang the bearing wall surface. Iron workers have burnt excessive amounts of steel away from plates for setting. The General Contractor has been advised to run all levels plumb lines to determine exact columns lines, center lines and so forth . No corrective action is to be undertaken until a meeting, scheduled for Friday, July 27, 1973 with AI Anderson and myself has taken place to review all conditions and make positive recommendations for incorrect work. Balance of steel work will be reviewed at that time. Concrete test report for concrete tested June 4, 1973 and test cylinder 905, concrete 28-day test is far below specified for the high walls on West and South sections. This concrete will be required to be checked further to determine actual strength. � D R R R tV ROGERS / NAGEL / LANGHART INSPECTOR: Architects Engineers Planners Warren Foster�dkd cc: Hansen & Jordon, Jerry Nagel, Jerry 1610Arapahoe St., Denver,Colo. 80202 cc: Aldrich, Ed De Vilbiss, Tom Punshon Telephone 222-4731 - { M � � � M � � M O M W �11� JUl 2 3 1973 � July 19, 1973 N � O N � � MJr. T.J, Koyarx+atsu � inter�vc�tuon�l �anf�r�r�c� of � Building Officials Z 5360 South Workman Mill Road o Whittier, California 90601 � W � Re: Enzian at Vail Lodge, Plan Check No. 8817-B � oDear Sir: a LL QWe have previously received your interpretation regarding the con- � o struction of roofs over balconies, allowing noncombustible construc- `° tion for roof projections over private balconies at the top story, Z (your letter of September 7, 1973_ Plan Check No. 8645). � z 7 � We have a similar condition on the Enzian Lodge. Roof overhangs a over the private balconies on the top floor are noncombustible 12" z steel purlins at approximately 5'-8" o.c, with metal deck spaning Wbetween. Jerry Aldrich has accepted the nonprotected metal deck � but has raised the question whether or not the cantilevered purlins w need to be protected since they are the structural support of the � overhang. Please indicate your interpretation of this requirement. RN ,�a � � Yours truly, _ . U 2 Q H � � = ward A. De ilbiss � z F,4,Q/r_,I►r, � cc: �iansen � .lorcian W Q Jerry Aldrich z J� � w � 0 � . , ,. ,. .. .. . ,. —-_ _-- -— - �:__:�, :;,=.1... - .::,:r.. M � \ � � (O � � M w July 19, 1973 ��t ��. � � �� J W H N o Mr, T.J . Koyamatsu oInternational C onference of o Building Officials 5360 South Workman Mi I I Road � Whittier, California 90601 z w 0 �' Re: Enzian at Vail Condominiums, W Plan Check No. 8817-A � � � W Dear $ir: 0 _ a � The items referred to in your letter of May 29, 1973 h4ve been o reviewed with Jerry Aldrich, Vail Building Inspector, resulting � in a question which I believe is necessary to bring to your atten- � tion for further consideration. z z gItem 9 refers to the distance of 40 feet to a property line in or- °- der that the Exception 1 may be used. The wording in the Code Z specifically allows a yard width of 40 ft. (Sec. 1903 (a) ). wDrawing a property line would increase the yard width to 80 ft. ? which is not the intent of the Code, Thus, where is it required ? that a property line be assumed? W R N ��° � Yours truly, � _ U � Q � war A. De ilbi s � Q � EAD/clm z g � cc: Hansen 8� Jordan Construction z Jerry Aldrich � � w c� 0 � f � � ANDERSON & HASTINGS CONSULTING ENGINEERS 1 2 0 B R Y A N T • D E N V E R , C O L O R A D O 8 0 2 1 9 • 9 2 2 - 3 7 9 6 � � �� july 18, 1973 Mr. Jerry Aldrich Building Official, City of Vail P. O. Box 100 Vail, Colorado 81657 RE: Enzian Lodge � ICBO Plan Check No. 8817-B Dear Mr. Aldrich: To our knowledge, most of the structural questions raised by the ICBO have been answered. The few structural items still unanswered on the ICBO letter of May 29, 1973 , have been reviewed by our office, and we believe are structurally adequate. If there are any specific items you may have questions on, please con- tact our office. V t y you , hn D. Park jDP/pn � FIIE .lUL 31 1973 SPECIAL INSPECTION RcPORT TOWPJ OF VA I L Project Name %-� t� � __ I nspector�,�li , 1,�� CONCRETE : � DATE � LOCATION APPROVED CORRECTIONS REQUIRED i , MASONRY: i � I � ; i _ STEEL : �.�= �-� �.e�'<—�.�� -'�� ; � .� PRECAST ; ! � � I � i i . � i } OTHER__.S�eci f : � , ; ---___M__----_—.�.- -----______._ � �.----�- - A D D I T_I_C N_A L _R E M A R K S____�____ --------_----- .- � � � � � � ESTERf� �� EST�f�G ��D��TOP�1 E5 f�C. 96 SOUTH ZUNI STREET • DENVER, COLORADO 80223 • TELEPHONE (303) 744-2415 July 11, 1973 Porto Mix Concrete, Inc. Rt. 1, Box 164 Glenwood Springs, Colo. 81601 ro�i �i�� 1�;� Attention: Mr. Bob Carmack Subject: A-60'� -- Enziam Building, Vail, Colorado - CONCRETE CORES `�.�-..��,.... Gentlemen: Presented in this letter are the results of compression tests made on five cores, which were cut from the basement walls and a footing at the subject project on June 22, 1973. The cores were prepared and tested in accordance with ASTM C42-68 with the following results: Core Ult. Compr. No. Location Dia. Fieight Load Strength Aqe (in) (in) (lbs) (psi) (Days) 1 Footer, S. E. 3 .76 7.40 33,500 3010 2 W. Basement Wall, 5 ' S. of 3.76 7.36 36,000 3230 21 N. Wall, 5' up from footing 3 W. Basement Wall, 25 ' S. of 3.76 7.36 45,500 4085 36 N. wall, 6�' up from footing 4 W. Basement Stair Wall, 17' 3.76 7.38 42,500 3815 36 N. of S. Wall, 4' up from footing 5 W. Basement Stair Wall, 15 ' 3.76 7.42 35,000 3145 21 N. of S. Wall, 4'�' up from footing NOTE: Cores 3 and 4 were not tested at 28 days because of an oversight. Very truly yours, WESTERN TESTING I,AB. , INC. �D�:� � DWF/mp Donald W. Fleming .$. � � � ��F JUL ? � to73 SPECIAL INS1'ECTION REPORT TOWPJ OF VA I L . P r o j e c t ;N a m e �- � �f,� ✓Zl � _ �`"`,�- _�- .RM.___ .._.... . I n s p e c t o r <�� CONCRETE : DATE � LOCATION IAPPROVED CORRECTIONS REQUIRED � �,. � � �-� �� i(, �----� Z(j� 'I 4i c��- �,�s i:�.f,y, .,?�•-_-- ,�� G J �� ,1 �, j� � i� � r `L // � "/_3 ��A. /=- �' , ;� � , � r�ASOr�RY: � � i ; i + _��-- STEEL : %3�.�1' • , �,' `,'.�^' t � / � � � f f �_ _(�-e-(��u- ..�.=.- _9�.�,t..� �,_. — < < � � PRECAST: i � � i � S 1 i � , � � ! � OTHER: Specif : � + - __. j , i —---- --------- ----------__-----�--------!- -----._�-._---_A_0 D I T I 0 N A!._R E M A R K S---- ------------- ' ;� '�'�NVIRONYENTAL HEALTH `'� Box 8l1 - Eagle County Courthouse Eag?e, Colorado 81631 Vail 476-5613 Eagle 328-7718 Basalt 927-3322 � � � � . , I�:L.iO?�.�Di„�, ' Date: Juiy �.0, 1973 P To: �.r. �2.� S��ades, P.E. . . -- o � rror,l: Erik T•7. ;:deen, .:.P.S. � . � �e: Sanourst P.ti.L. F. :Z. Orr Construction Co. �� . �: Tne Piark ioc�.. As;en C.onstruction Co. � Vanta�e :oi�t II F. Z. Orr Construction Co. Vail International Benes Construction Co � i ,/�nzian Coneoninium iiansen and Jorcion Construction Co. � V�il�lo Lodbe San Jau�� Pools Co. ' S:�arenoiders Shareholders � � .isl�.rlaxk Townnouses Bil,l Williaa, s Construction Co. , ___—.-.-,.;-r,;,...__ . '-�a':r---- The followinb letter was ��.ailed to each of the above: ":Zecently it hus cone to our atteation you are estublishin� a s�oi.,�ing p�ol at t'�e above refereaced proper.ty. Plans and speciflCn�lOi�S on � the pool, filter and chlorination systems should be sub�itted to t:is..l._�-�r"'"•�p � office prior to construction. . - �""- Enciosed is a co�y of the Swin,�ino Pool Reoulations and the County Inspectior� Survey I'o �� . � . F , If �ou have any questions please do not hesitate to contact this o�fice.". • � � ` - - � ��f�� E�'�r.�DW � cc: State i:ealth Depart:nent . � ' � Eaole County Cc;:�issioners Town o` Vail Buildin; Depart;nent � . � . I , . � � � . � . � . � I � `�/ ROGERS/NAGEL/LANGHART PROJEC�: Enzian Lodge j No: 344 � DATE: 6/ 29 / 73 PROJECT REPORT TIME AT PROJECT: �� TEMPERATURE: T DT . R . -- Inspection made for the structural slab at the elevator pit location. Rebar not properly installed. Concrete foundation walls previously poured too high and it is required that these areas be cut down for proper bearing. Concrete pour has been cancelled until corrections have been made. Work continues on the condominiums, handrails being installed on the exterior. Finishing of apartments on the inside, drywall continues throughout, wood trim on the exterior being installed. Areas are being prepared for thoraseal applications. D U T DELI RED R RE EIVED ROGERS / NAGEL / LANGHART INSPECTOR: Warren Foster/dkd Architects Engineers Planners cc: Hansen 8� Jordon, Jerry Nage , Jerry 1610 Arapahoe St., Denver,Colo. 80202 cc: Aldrich� Ed DeVilbiss, Tom Punshon Telephone 222-4731 ---'�""` � � `� SPECIA� INSPECTION REF'ORT TOWN OF VA I L �� l 6 �Q� Pro jeci� Name � �i�'�� ry ., // I nspector/,� , „ ,�yl� CONCRETE : DATE � LOCATION (APPROVED CORRECTIONS REQUIRED , � � %Jt � %'�Q l�� ,� j �� /��_�-f� �-��` , �. i�L�, �^ � � � � � !/�/ ��A 3 �` l2a %'? � ,J,y�`� �%�� ' � ,�� 'f , ;�.�.�. ,� f -� ,��, C�i'�L 6 r' �"�� L � � � J � �, �� . �. „ ; �-��"-�,4-�/ iU� � .-ri _�/-� - ,� 1 j/_� � '� _. / � � � �� o� �/ ��.% �7L. r` /� � �'/ �/ l �� ` MASONRY: I � � I i i --1 ---- - STEEL: � �" '��,% `2�� 5 � - � �""�� > � � � ,^�u', i � � , � PRECAST ; � i � � _ � I ; , � � OTHER : S�ecif : � � ' .__�.�_►_� ------ ----—`------------ ------------- A D D I T I 0 N.A L_R E M A R K S_________i__ __.�_____.___ E . ROGERS/NAGEL/LANGHART PROJECT: Enzian Lodge No: 344 DATE: 6 / 25 / 73 PROJECT REPORT TIME AT PROJECT: TEMPERATURE: �'�� !�;�� - R . Drywall installation continues on the condominiums. Taping operations are falling immediately behind. Some kitchen cabinets and bathroom vanities have been set. Handrails on the exterior balconies are being installed at this time. Forming is proceeding fo� the Lodge foundations with steel in place. Core samples have been taken on the West wall . Will wait for results. � R V ROGERS / NAGEL / LANGHART INSPECTOR: Warren Foster/dkd Architects Engineers Planners �c: Hansen 8 Jordon Const , Jerry Naqel, 1610 Arapahoe St., Denver,Colo. 80202 cc: Jerr Aldrich, Ed DeVilbiss, Tom Punshon Telephone 222-4731 _ � � SPECIAL INSPECTION REPORT TOWPd OF VA I L Project Name ,,.�� ' { r�spector� z�� ONCRETE : DATE � LOCATION APPROVED CORRECTIONS REQUIRED � ��,_ � �� °L�r, �, �� / � _ �j� . '� � �(� 7� � 3 j '��'-c—�-�,� ��-�� , s MASOPJRY: I ' � � � ; _ _ STtEL : ' , � Jzc�= C3i'`_�.�— � �- , .�1�'-.-��.� /h�� < <�-= � �i� � � �"` � � �� zar.� � � ` `, � c�h �,�. � �- � �,.._ � � � � PRECAST : � t 1 � � i ► i i i � -- - — --- � . � f OTHER: S�eci f : i ' � F -------'------—_ __—_—..____------ ---!-- — - _____ _ _A_DD I T I ONAL REMARKS __�_ ��■� __ _____:-_ ROGERS/NAGEL/LANGHART PROJ�CT: Enzian Lodge �`10� 344 \\` �U� 2 2 1973 DATE: �19 / 73 PROJECT REPORT TIME AT PROJEC?: TEMPERATURE: �il� JUN �� 7'� R . Progress of the project has slowed down both on the condominium and the lodge. � Footings are being poured for the lodge. Contractor was advised that ties for columns must be set in proper (ocations for steel placement. Dowls coming out of the footings still appear to be slightly short.'�Concrete stil) remains a major concern for this office and the Owner�Contractor and structural engineer. In most cases, the concrete is not coming up to the required strength and there is a question about the durability of the concrete. Core tests have been recommended to the contractor by an in- dependent agency to determine exactly what the condition of the concrete is at this time. A further report will be forthcoming concerning this matter. Roofing tiles are being installed on the main condominium with drywall application continuing. Question has arisen regarding the compatibility of sheetrock WR board and Thoraseal . This item is being checked directly with the supplier qt this time . Appliances, cabinets, etc. are being delivered to the job site. R . ROGERS / NAGEL / LANGHART INSPECTOR: Warren Foster/dkd Architects Engineers Planners cc: Hansen 8 Jordan Const. Co., Jerry Nage , 1610 Arapahoe St., Denver,Colo. 80202 cc: �err Aldrich, Ed DeVilbiss, Tom Punshon Telephone 222-4731 — � � �/�-,�,,`� SPECIAL INSPECTION REPORT .:; , " TOWN OF VAIL � �� UH 2 51973 Project Name�F�[� � Tr` _ I nspecto� <<��.✓ ,�. CONCRETE : � DA7E f LOCATION (APPROVED CORRECTtONS REQUIRED /.�-�-=�'7 3_...- �Lc�o�� ALrah. � /v�'/)S� —S�K��Ii s. -.�j" �d �%y'' D �'� r/D'� �'�,� � `�4`' � . ,, , � �; t�u-� � o r..� s =� . y—�� ,��,�� ,(�r��-�� ,io��c�r- - f� y � :�� y�Ds lzcr c:�� „ . ,� „ �.. , � ,. - 9 � � � 5'�0 `' �� ` �� y f/'��`/ L C --- MASQNRY: � f , 3 i 4 � --- -- —.�_.._ STtEL: � '3-�t� y�`tJ�-`�"`''� G� �� ; °�, �. � i f - /�/S`a `t�T/�O � �l / ia �� PRECAST : , � � � , ( � � � i ._ ____ � . � i t � OTHER : Specif : � ----- � � - --- i ' ------------ ------------___________.�—�- _`. -------_�-_-- --A D D I T I C tv_A L_R E�1 A R K S _____----_—.-------. _ _ �2L��4 ` • ^ �� f � /� � � �.f 4' � L2�2.c' �� , _��'.4.C�t9ZL� __ �--,. =-•.--��- � / e�� '��> � � � �:� :,�; �.� International Conference of Building Offi�ials �� 53h0 SOUTH WORKMAN MILL ROAD � WHITTIER, CALIFORNIA 90601 • (213) 699-0541 June 4, 1973 . OFFICERS q"�'� OFFIC.ES OF THE � EXECUTIVEDIREGTOR � PRESioENr T. H. CARTER EUGENE B. PESTER DIRECTOR OF - MANAGING DIRECTOR COMMUNITY DEVELOPMENT � .. . � - , ' JAMES E. BIHR POMONA.CALIFORNIA TECHNICAL DIRECTOR D. R. WATSON FIRST VICE-PRESIDENT NEWELL POCK CHIEF BUILDING INSPECTOR VAKIMA,WASHINGTON SECOND VICE-PRESIDENi JACK D. WHITE QQ BUILDING CODE ENGINEER Plan Check No� �/v�� KANSAS CITY, MISSOURI . TREASURER Project: . Condominiums� VINCENT R. BUSH Date of le��ert -��-March 9 1973 SUPERINTENDENT OFBUILDING � VERNON,CALIFORNIA Suggested Valuation: $439,0OO.�Q JUNIOR PAST PRESIDEN-f Jerry Aldrich PERRY C.TYREE REGIONAL BUILDING OFFICIAL Building Official GOLORADO SPRINGS.COLORADO EXECUTIVE DIRECTOR Clty of Vail T. H. CARTER POS t Of f ice BOX 1�0 5360 5.WORKMAN MILL RD. c7 WHITTIER,CALIFORNIA y`dl�, Colorado 81657 MANAGING DIRECTOR JAMES E. BIHR 5360 5.WORKMAN MILL RD. Dea.T Mr. Aldrich: WHITTIER.CALIFORNIA In reference to our letter noted above, we have not re- DIRECTORS ceived confirmation on our suggested valuation. GAYLORD C. DOWD DIRECTOR OFINSPECTIONS T KALAMAZOO,MICHIGAN lf we do not hear from yQU within 30 days We Wlll forward DONALDA. ERICKSON an invoice to you based on our suggested valuation. DIRECTOR DEPARTMENT OFINSPECTIONS MINNEAPOLIS,MINNESOTA Please feel free to contact us if there are any questions BILL P. HORN L CHIEF BUILDING INSPECTOR �n t111.S matter. PIERCE COUNTY TACOMA,WASHINGTON ROBERT B. FELDNER Yours very truly, SUPERINTENDENT OF CENTRALINSPECTION WIGHITA. KANSAS INTERNATIONAL CONFERENCE CHARLES R. HINKLEY OF IL NG OFFICIALS CHIEF BUILDINGINSPECTOR MOUNTAIN VIEW.CALIFORNIA - VICTOR L. TAUGHER � ��,, BUILDING OFFICIAL COUNTY OF ALAMEDA HAYWARD, CALIFORNIA � ~'� VINCENT R. BUSH T. J KO a.tSLl SUPERINTENDENT OF BUILDING � 1 Plan Check Engineer VERNON,CALIFORNIA DICK T. JORDAN DIRECTOR BUILDING DEPARTMENT AUSTIN.TEXAS FLOYD G. McLELLAN,JR. DIRECTOR OF BUILDING AND SAFETV COUNTY OF ORANGE 7� SANTA ANA.GALIFORNIA TJK��U - V.. ��_\.r" �. � _ � PROJECT: �NZ/f't�.1 ��3D� DATE � — ___..._-- �� ....�_ .}... N A"�I E : ._. �D �C V t 1... l� t 5 � f`E��k ��Lc Bb J 2.9 Mn--+ 73 ) APPROVALS : i . �_�x, ,��:-� ,� L�F��► �-1 �r� s , 2 . 1 t--b�,r� � . - a . 5 . ' �J TZ� �-Tv�t�q-l_, l�TTE�ro a,�= VGl.i�6� 6 , lt a « � � � . � • � . . . 8 . 9 . I 0 . C�/�i�=7J �T"f�LC.S 1 l. . �J4 -�C"TY GL.�S S 12 . CORRECTIONS : � i . 2 . 3. 4 . �i c ►z.as��. t,.j L��.,,, �P , 5 , 6 . ��j.4-c- bc•t ��1a, l��L� 7 . ► t• c, i, ! 8 • �� ' o • [�w v.�siz.5 T_ � . ___,1n1 rf� Fr�.�. l c� �,� cSr�,�;�y��..� 4.s.vT,s� � i� _..__.L�►::1�1�11__�,,�� {�f MAIlKS : JERFZY L . A1IURICH JI�A : rj Bui Iding Official ' t PROJECT : �N��t�1 ��.�. c, DATE (' ,_3 7 -------�. -- �!. _.__�_--- . . . . . . . . . . . . f �' ' �.i '- 0 0 PROJECT : E/�ZI�t�) �c•1�c� DATE G � 7 _ NAME :� �E Jl �tSS APPROVALS : � 3 ��- ,v��-� �� 1��u�. .�e��,�,.� �� c1 _ ��„ �. �. �. � ,, ,. J�J C. K �� , ' ¢� .�,�G�7�lf l:1.�� 'T 'TZ N L��- l IJ `7l0 CZ-T4S� . �1�. I�Sra��-, r}-� �w� �R— �. -ww..� 3° t�.� �� T�A�es ��cv✓� !�• �o _�.l r.�x s • � • _ . - � �5 E� I�rs -S TiZJc.7— �` �3 m . tL << i, �� ! � � . � � . � 2 . CORRECTIONS : � i 1 b L��,—�. aF 1�r�P -�n,.~ S'c6� . _ �.9� �t��.D V�'R.��c,��d�� .. ,, � �� u 5��r -� 3 ��,�-�—�►� ��'��.,�� c�� 9� �i�i-D 1/F.R.ac-sir�o►� d.S �� N i.� LCrr� t`—'�,- -�.��-t�L�lc...TJRAL cu��. G 8 . • ____ �_ . __�._._ 9 . 10 . RE�IARKS : / �1 ..�----- -�---__ � JE.f:f�Y L . AfLURll:fl J �A : r.J Building Offirial � � �>__� .� . - .. � � PROJ ECT : C �� Z tA�3 �p�� DATE 6 �� 73 NAME : APPROVALS : � 7 l�o C�r;�.s 2 r za . a3 �� v�.��.T h,� as �, �, � �- - �T/1u�T'Ir.t r� �Sr-..i��--r�� 5 . 6 . 7 . ' • � ' � • � . ' ' • • 8 . 9 . 10 . 1l . 12 . CORRECTIONS ; � I g' Il��+�.Ls ib �c �r`t t�w��;—L,� • _. � � � 19 " �. �. �, ; i • '! �q� �� t� �, l• i Q.i St°'�3 r�. 4 . lc cc r� ,. ; � �. �� c, �� ':� � '� �. c. t. r, n ; i �� (1 — h 1. /� 7� � f •�' f� �'. 1 I /� ' �.� � � a, �. ,. ,. ,. .� i o . `�. z REMARKS : � � � ; � � � . i' t� 1r� `t t: JERRY L , A1IDRICH JlA : rj Building� Official � � t: � T' � `�, vT. r , s � � PROJECT : �IU �cPrti1 L-vpc'�E DATE � �I�t�i 7� __ N A!��- i_ CI? —.!L�._ V� l—�� ..�zi� 2 y r-t�--� 73 APPRO'JALS : � 1c3�� I . n�_ I-'��LG��E�� — � �i----------- -- -------------_ � . 1, f i 3. ��t'�� n _ --�--�.�_.L�s.2��_._l2-{----�l"��..._��—•-- _..�.�_�----______—.._.--- � . . ►� l. (, �. 5 . g . � .c � --..---- — 6 • i� [-'"(�L h 1.�G�.Tc�i c_�T i3 � � 7 , • �� ' � �� ' ' • • ' , • ' ' � 8 . i� lc 9 . I 0 . t� t� 1. I . " �` 13 �� i�� ,. ,, I 2_ . � ' CORfzE:C I I ONS : � I . 2 . 3. 4 . 5 . c � — D�.�.��_�_��= ��u t�I�.-T—c=-1> �'� r�a.a D 4 �- �� t� /� l4 1 N(�w �< 1< <. �. �. � � [ ' ____�________� f� , i) . � � . RE.h1AlZK� : � I � �� JE.f:i:l� L . Af1;)i: ICH ,Il.i1 ; r j Bui Iding Official /; , 1 � .... '�rl- ROGERS/NAGEL/LANGHART PROJECT. Enzian Lodge No: 344 DATE: b / 6 / 73 PROJECT REPORT TIME AT PROJECT: TEMPERATURE: �j �E; I z �u,� 73 T D . R . Footings in walls are being poured on the Lodge building. Concrete tests are being watched very carefully for compliance with the contract documenTS. i�dviseci ivir. Jim Hansen that all reinforcing dowels protruding out of footings into concrete walls must have a minimum of 36 bar diameters. Balconies for the condominiums are being poured daily. Reviewed the proper curing compound with the General Contractor. Interior finishing continues for the condominiums with the installation of all fireplace rock applications started. Progress of the work at this time appears very satisfactory. D U E T D LIV RE R R EIVED ROGERS / NAGEL / LANGHART INSPECTOR: Warren Foster/dkd Architects Engineers Planners cc: Hansen B�.Jordan Const, Co., Jerrv 1610 Arapahoe St., Denver,Colo. 80202 cc: Aldrich;�Ed De Vilbiss, Jerry Nagel, Telephone 222-4731 Tom Punshon � �� y��! � SPECIAL INSPECTION REPORT �� TOWN OF VAIL ._� : i�. ��6, �;� Project Name �;��A�V — � __...,. ....__. . ,. � � " Inspector � CONCRETE : � DATE � LOCATION �APPROVEO CORRECTIONS REQUIRED f� � `�,``� �..� �G�� N�.c o.a �:� ��( � �f / �� -�,.r'_ /�G'lsi�t� �� , � — MASONRY: I ' � � i � STEEL : i � �/!f' ° /�' l !Z'/Q/ �-4`l�//1i!' _.. / _ � �r �� a LLd�r � '� Cl' u �� i � PRECAST; � � + � � i i i .._ _____�— � i � � OTHER:_�eci f_y : --- , ! : � ADD I T I OtvAL__REMARKS____----------- - ---------__ ;�:, .;�� . , _\ , � � �� SPECIAL INSPECTION REPORT � � � , � TOWN OF VAIL Project Name+� ,!�IV 'Z� �¢t� `� � �00.5 � �,.._._ y�� ;� �? -`_.__�'_.._,M-�-.•°' i n s p e c t o r��e:.�-�u-��`t'�� CONCRETE : � DATE � LOCATION APPROVED CORREC710NS REQUIRED ,� y .�-� ��.��-� �' .,,e� � /.i _ i ;, '7.� cz.� Q �. . L MASONRY: I � i STEEL: � � i . _ , ` \ :� � ` I _ u-� l " GaW"'_f� i�(./ A - ,�� , �� PRECAST; i t i i i � a � . -- ----- . . . i i t OT H E R:__��_e c i f_y: �____ _ _._ � ► .,_._ _________� �___� ----_�---____.___ : t � ADD I T_I_0NAl.__REMARKS_ _______----.�_----------_--._ � t� �rr/ � � f��. .� SPECIAL INSPECTION REPORT r TOWN OF VAIL � � ,,..._� _ ;�,..�. � , �" — Project Name /�l � r,�- �� _ _.__...a..�.,_. �,,,,.��,- � � nspecfior �'� CONCRETE: � DATE � LOCATION APPROVED CORRECTIONS REQUIRED t -- � cf `' .�.�� c��''' � ,, °�f � � � . �� ,, . � 6� �. � ,, � �-% << �i� < < << 5-'rv �, � ,- ,, �t �a �. -�2-._ �or,_r� � 5�,�� ,�rra� -- .�;•,S�µ��, Mason�RY: I j � f � STEEL: � ' I � , :�:� � A � � PRECFlST ; � i i i � I � . -- — � , � i ' OTHER :__�eci fy� -- - , i ----- � c ---- ----- s ' � ____ , ADD I T I �JNAL _REMARKS � � . . �., . � � �/ ?�c�e'.lt�. y_�� /1-'1..� - --'Ji--��_...�,�•.'��_'_ . � .� , _ V__ �` '�_�`_� —� , --�--------. ___---- -- ��2� � � p � �° � /.X- �� _ \ �..• � HANSEN AND JORDAN CONSTRUCTION CO. P.O. BOX 1776, VAIL, COLORADO 81657 JIM HANSEN LUDWIG JORDAN (303) 476 — 3546 (303) 486 — 5356 'i.. '�, ::.,�,"":.",�--^"'"",m..=:,.,.:.Y �..�a�x,<,.,r�,,y �' Jt�ne 1, 1973 - ,.�-- "� �'iJ�t� L av� ��:': . �> M ��4",F,�.Ab:^,y�r-..q - .{ M]'• JOhi'1 HSt��@if� f"� �c. M�teri.aEls Te�ting Serv'ice �`r J UN 7� 2531 �test 8'th �,venue L38TtVCZ'� �:9�.DZZIC�fl B10�0� Re: 3ob #905-1, 5et 1 Dear Jotu�, Enclosed pieas� find a copy a� a memv received ttsis date frone R.N.L. I�acorporat�ct. Zn accardance v�ith ths requag�. tt�de b� th.�n in th�sis third paraqsaph of tneir �am�a, we requ�ast tha� you �rovi8e Mr. warren Fos�er of R.I�.L. with �4 hours nr�ttca of the time sn� place o� ttie break af the 28 day cy2index. Thank yau far ycur cooperation iri this matter. �Jery truly yours, HANSEN & JORDAN t7f�NS�RU�I�1 COM?ANY �7�iMES 3. HANS�N JJEi/pa�b CC s Mr. Jerry 141drich Mr. w!arrers Foster Buflding Dept. R.Pi.L. Iacorpvrated Town af Vail . x "�'✓ � May 31, 1973 F' '��' �� u� 7,� Mr. Jim Hanson Hanso� and Jordan P.O. Box 1776 Vail, Colorado 8i657 RE: Enzian Lodge Dea� Jim: We aro in mceipt of your Mat�rialt Testing Service Teat Report, Job I.D. No. 905-1, date tested May 15, 1973, Truck 513, Ticket No. 8314. _ The aeven day broak-test showa an avera8e of 1,583 psi which ia far below the expected seven day break-ted.' -Yau-wiH note alao that the slump is 5-1/2", which exceeds the specifled allowable mcximum slump of 4". We advias you that this concrote may not meet the specified 3,000 psi requiroments kr the concrote. We wfll wait until the 28 day rowit: are roaeived for complete analysis for conformonce with the speciflcattons. We advise, however, thot we cannot allow the slump of the concrete to R N L exceed the specified requirements of 4", futu� concrete exceeding a 4" slump must be rojected. We further advise you that we wili demand to � O � �7 be notified at least two days prior to the scheduled 28 day broak-teat U of the cylinden related to this report so that we mc y observe the actual break-t�at of tfiis concrote. This notification muat be in w�iting and 1 '� .. � Mr. Jim Hcnson ` May 31, 1973 Page - 2 indicate the time of broak and the location of the laboratory wh�ro � ths broak-test will be con�cMd. Respectfu!ly, Warren Foater WF/�cd Enclow�e cc: Jerry Aldrich John Parlc (Enclosure) RNL C� Op � . � � � � � �� . (nternational Conference of Building Officials ' � - 5360 SOUTH WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 9060� • (213) 699-0541 May 29, 1973 .. �. ! -m . . OFFICERS OFFICES OF THE EXECUTIVE DIRECTOR PRESIDENT T. H. CARTER EUGENE B. PESTER DIRECTOR OF MANAGING DIRECTOR COMMUNITY DEVELOPMENT JAMES E. BIHR POMONA,CAIIFORNIA Plan _�heck No• OH17-A TECHNICALDIRECTOR � � D, R. WATSON FIRST VICE-PRESIDENT Condominiums NEWELL POCK �j� CHIEF BUILDING INSPECTOR ,Jerr Aldrich ��j\ YAKIMA,WASHINGTON Y SECOND VICE-PRESIDENT Building Official JACK D. WHITE L'lty of Vail BUILDING CODE ENGINEER KANSAS CITY, MISSOURI PQSt Office ��X 1�� TREASURER V'dll Colorado 81657 VINCENT R. BUSH � SUPERINTENDENT OF BUILDING VERNON,CALIFORNIA JUNIOR PAST PRESIDENT Dear Mr. Aldrich� PERRY C.TYREE REGIONAL BUILDING OFFICIAL L t L COLORADO SPRINGS,COLORADO Revised data Zn �Lle f��n 01 a letter has been reviewed W].tll EXECUTIVEDIRECTOR reference t� �llr letter of March 9, 1973, and ��jr comments T. H. CARTER 53605.WORKMAN MILL RD. 'a,Y'e as follows. Many of the following items indicated as WHITTIER,CALIFORNIA L MANAGING DIRECTOR ��Coimnent remains" may be because revised plans were nOt .S'1].U� JAMES E. BIHR mitted for verification. 5360 5.WORKMAN MILL RD. WHITTIER,CALIFORNIA NONSTRUCTURAL COMI�NTS: DIRECTORS l. (a) and (b) Comments remain. The designer appears to be GAYLORD C. DOWD DIRECTOROFINSPECTIONS confusing occupancy separation with area separation KALAMAZOO,MICHIGAN DONALDA. ERICKSON requirements. The separation wall required through the DIRECTOR "H" portion is not for occupancy purposes. It is for DEPARTMENT OF INSPECTIONS MINNEAPOLIS,MINNESOTA the purpose Of dividing the building Znt� smaller por- BILLP. HORN tions. The parking garage may be separated from the CHIEF BUILDING INSPECTOR PIERCECOUNTY apartments above with a one-hour fire-resistive �CCU� TACOMA,WASHINGTON pancy separation rather than a three-hour separation ROBERT B. FELDNER SUPERINTENDENTOF if area separation walls complying with Section 505(c)-3 CENTRALINSPECTION WICHITA, KANSAS are provided so that the parking garage increments are CHARLES R. HINKLEY a maximum of 3,000 square feet. CHIEF BUILDING INSPECTOR MOUNTAIN VIEW,CALIFORNIA VICTORL. TAUGHER 2. Comment remains unless area separation wall in Comment No. 1 BUILDINGOFFICIAL above is provided so that the building is divided into smaller GOUNTY OF ALAMEDA HAYWARD,CALIFORNIA buildings each containing a parking garage le..cl.S than 3�� VINCENTR. BUSH square feet in area. If this is accomplished a one-hour occu- SUPERINTENDENT OF BUILDING VERNON,CALIFORNIA pancy separation between the garage and the apartments would DICKT. JORDAN be acceptable. Detail 2/A-7 should, however, comply with DIRECTOR BUIL�ING DEPARTMENT Item 24 Table No. 43-A• AUSTIN,TEXAS � FLOYD G.McLELLAN,JR. DIRECTOR OF BUILDING AND SAFETY COUNTY OFORANGE SANTA ANA,CALIFORNIA ` - • ;,- + -2- 3. Omitted in original letter. 4. C amment rema ins. S. Details should be provided. 6. Comment remains. We did not receive plans showing this change. 7 and 8. Comments remain. 9. Comment remains. Dlstance of 40 feet to a property line is required to use Exception 1. The north property line was assumed midway be- tween the buildings. 10. Comment remains. We understand, however, that this item was resolved in your department. 11, 12, 13 and 14. Comments remain. No plans received. 15. We understand this item was resolved with your department. 16. Comment remains. No plans received. 17. (a) Comment remains. Note that if the garage level is considered the first story a five-story condition is created. Type III, one-hour buildings are limited to four stories. (b) Comment remains. (c) Comment remains. No plans received. 18. Comment remains. 19 and 20. Comments remain. Designer says, however, that these will be provided. STRUCTURAL COMMENTS: l. (a) (b) and 2. For your inf ormation. 3. (a) Calculation 40-A-C is based on resistance to lateral forces by rotation. This is not permitted for this type of building by Section 2514 (a) . 4. Comment satisfied if plans are submitted showing the required infor- mation. � +�~ • - � -3- 5. Camment remains. 6. Comment remains. Additional data is required. Nelsons studs as shear transfer elements must be welded to steel beams. 7. Comment satisfied. 8. Camment remains. If the material is not in accordance with Research Recommendation No. 1016 justification is required since other Homosote panels are not recognized as research recommendations. 9. Comment satisfied when plans showing information are submitted, 10. Comment satisfied. Al1 data is being held pending receipt of further instructions fram you. If instructions are not received, data will be returned in 90 days in conformance with Section 302 (b) . Please feel free to contact us if there are any questions. Yours very truly, �_ , _... ..... . � --.._._.�.__.._.___.__... _____... / �lu�� , �T.r J. Koyamatsu Chief Plan Check Engineer TJK:hb _ _ � ,, � � �-� international Conference of Building Officials 5360 SOUTH WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 9060� • (213) 699-0541 May 29, 1973 4 + Ju� � � OFFICERS OFFICES OF THE EXECUTIVE DIRECTOR PRESIDENT T. H. CARTER EUGENE B. PESTER MANAGING DIREGTOR DIRECTOR OF COMMUNITY DEVELOPMENT JAMES E. BIHR POMONA,CALIFORNIA TECHNICAL DIRECTOR D. R. WATSON F�NEWELL PocKNT Plan Cwhye,�ck No. 8817-B CHIEF BUILDING INSPECTOR i�� 4LOdg��e�y„„- YAKIMA,WASHINGTON SECOND VICE-PRESIDENT Jerry Aldrich � ��E`�''HECK JACK D. WHITE $uilding Official BUILDING CODE ENGINEER KANSAS CITY, MISSOURI G'1t�7 of Vail TREASURER POSt Office B0�{ l�� VINCENT R. BUSH SUPEVERNON CALIOFORNIA iNG Vall, Colorado 81657 JUNIOR PAST PRESIDENT PERRY C.TYREE Dear Mr. Aldrich: REGIONAL BUILDING OFFICIAL COLORADO SPRINGS,COLORADO EXECUTIVEDIRECTOR Revised data in the form of a letter has been reviewed with T, H. CARTER 53WH T�ER,CALIJFORNIAD Teferen'Ce to our letter of March 9, 1973, and our comments MANAGINGDIRECTOR are `CL.�7 follows. Many �l the items listed as "Comment remains" JAMES E. BIHR may be because revised plans were not submitted for verifica- 5360 S.WORKMAN MILL RD. WHITTIER,CALIFORNIA �]_OIl• DIRECTORS GENERAL COMMENTS• GAYLORD C. DOWD - DIRECTOROFINSPECTIONS The architect states that the building is to camply as a KALAMAZOO,MICHIGAN DONALD A. ERICKSON Type IZ structure. DIREGTOR DEPARTMENT OFINSPECTIONS MINNEAPOLIS,MINNESOTA NONSTRUCTURAL COMMENTS� BILL P. HORN CHIEF BUILDING INSPECTOR PIERCE COUNTY 1• (a.> Comment rema.ins• TACOMA,WASHINGTON ROBERT B.FELDNER SUPERINTENDENT OF (b)(c) Comments rema.in. No plans received. CENTRALINSPECTION WICHITA, KANSAS CHARLES R. HINKLEY 2. Detail 8/SL-2 is acceptable for columns. Other supporting CHIEF BUILDING INSPECTOR MOUNTAIN VIEW,CALIFORNIA members such as 2, 3, 5 and 7/SL-2 should be clarified, VICTOR L. TAUGHER BUILDING OFFICIAL COUNTYOFALAMEDA 3• For your consideration• HAYWARD,CALIFORNIA VINCENTR. BUSH 4 Acceptance of Thoroseal is for your consideration. SUPERINTENDENT OF BUILDING • VERNON,CALIFORNIA DICKT. JORDAN 5. Comment remains until additional plans are submitted. DIRECTOR BUILDING DEPARTMENT AUSTIN,TEXAS FLOYD G. McLELLAN,JR. 6' �a� 1� FOY a Type II building a two-hour protection DIRECTOR OF BUILDING could be acceptable. Plans, however, should AND SAFETY COUNTY OF ORANGE clarify t111.5 information• SANTA ANA,CALIFORNIA 2) Comment remains. � . � ` � � I -2- (b) Comment rema.ins. (c) 1) and 2) Comments satisf ied. (d) Camment remains on floor construction. 7. Comment rema.ins. 8. Comment remains. We understand, however, that this was accepted by your department. 9. (a) through (d) These items shall be checked when final plans are submitted. 10 and 11. For your information, 12, 13, 14 and 15. Comments remain. 16. (a) New door is added according to the designer but revised plans are required for verification. (b) Comment satisfied. See Drawing AL-3. (c) and (d) Comments rema in. (e) Comment remains. Revised condition at AL-2, door 110 has not altered the condition. Also doors 104 and 105 should swing in opposite directions. (f) and (g) Conunents remain. (h) Designer says minimum headroom clearance is provided. (i) Comment remains. No plans received. (j) Comment remains. No plans received. (k) Comment remains. No plans received. 17. Comment remains. 18. Comment remains. Dry standpipes should extend above the roof. 19. Wet standpipes should extend to the basement level. ' � . � �..r/ -3- 20. For your consideration. 21, 22 and 23. Comments remain. 24. For your consideration. 25. Comment remains. No plans received. STRUCTURAL COMMENTS: 1 and 2. For your information and decision. 3 and 4. If the beam is continuous clarification on the plans would be helpful to the inspector. 5. Comment satisfied. 6. Justification should be provided that the welded connection of the flange to web would resist the total horizontal shear fram bending forces. 7. Comment satisfied. 8. Comment remains. Engineer states, however, that plans will be corrected. 9. Comment remains. Clarification is requested. How is concrete slab reinforced to act as a diaphragm? 10. Comment remains. If values permitted in Research Recammendation No. 1092 are to be used, construction should comply. The reference specified by the engineer is for a welded steel deck diaphragm. 11. Comment remains. Engineer states, however, that complying railings will be provided. All data is being held pending receipt of further instructions from you. If instructions are not received, data will be returned in 90 days in conformance with Section 302 (b) . Please feel free to contact us if there are any questions. Yours very truly, � _._....._..._...... ...___._. _ . ____. r____,�ff._ ,y . �.�,�- , J. Koyamatsu TJK:hb �ief Plan Check Engineer . � + � / � 1 � 1 �L� SPEC I AL 1 NSPECT I ON REPORT .� ,,�;� ,�, '� �, TOWN OF VAIL � . r. . ...,.. . '`.../ P r o j e c t N a m e /V Z��f /�✓ -' f l h' �tr ,,�G n� �'-��.JG�I�! , �-^ . � .__._._._____.. .., , . I nspecto��Ct r,O 'c/� CONCRETE : DATE LOCATION �APPROVED CORRECTIONS REQUIRED i � � - MASONRY: � i � � STEEL: � � f��i "�' f '' y�. �� : �/ i� /a ' -L � - � _ , �� _ /�� .K.' . .. , � � � t �� PRECAST; , i � _ � � � � � � . . ____._-- i ! � � ! OTHER :__ S�eci f_y_�� ------ — � a i : , � � ADDITIONAL REMARKS J �.v�. .� ,,:�i' � .. �µ�A� 4 \ 1 . 1 � '� _� T� �-c SPECiAL iNSPECTION REPORT � � f .A � �£ TOWN OF VAIL Project Name � , � � f %� - _ � � �. ,,i`�j �'� I n s p e c t o r ':` /(e�/ CONCRET� : DA7E � LOCATION �APPROVED CORRECTIONS REQUIRED ! i MASONRY: i � � � --- STEEL: .°?'o'i f�_ 4 �' ,� �.v �': !" ' �� ✓ j ��t/�.�!` '° G'G %�. ./ �:r � , __-_- � � PRECAST; � � f � � 1 � r � --- -- , ; E OT H E R :_ __S_p e c i f_Y___�__� ____— ' V ► , � ADD I T I ONAI _REMARKS- -----------------_._--------.- -- - _ _- -�--- - , F � . ` /�� j ��-`�-`� ,��.�f�l/r.t.C.�j� --- '=.�.�.___L.,•} ._� cd _�--�. o�..-.� /'�/"��/ —. � _r;E�-k�-� r � { <. I �.,� .�, �_ � '-��'�� -�- {—� --_ _ ____KL-'=�.d ---�--� +�t'".d °M �t4[.a�3,. -- - � i / ` _ « � � � SPECIAL INSPECTION REPORT �—, �. TOWN OF VA i L �.1�� Project Name,�� f�t/ � _ ? . ._ . .. 1 nspector : CONCRETE : � DATE � LOCATION APPROVEO CORRECTIONS REQUIRED 'tf �°�iri y /�i5+ps. / � - � �;/�l�l�'�:;� �_''y�; `iS ,, �l, � � - S,�--r "' '- .� , / � ��`L • ��'�ii 'hl�d.�nf- _ �!d / /�1��,`�� 1 ��r� /, �w,lY b-� ��y,�i• /i.--- /'/:'- vC--, a��- /�e/y✓ft�, �3 .� , s"r/' � �ie��L � � .�� . / 7 0 �v . v � .: F o�c �.rr� ��.� �D F � �2,/ �'`i A� 73 MASONRY: i � i STEEL: � Lf /G"� 3 ��o�' - F1 r�S /��'! 6' � { (� "' �.�� , J� t1 �.� � vUo� �Lfly� ��% � � / � /J ! , "," p�,; AL . NG � � ��.e..� �s jP�D�� ,:�� .��sY s�l��>. �� P�� .� ��5� � ' .r f,��' s�nr � � � _ � , PRECAST; � � , 1 � i t i ._ ___—_ , � i � OTHER: A_S�ec i fy__�_ , : � A D D I T_I.O N A L_--R E MA R K S--_______-------- �----- -------- --__ _ — ---_.,.___ V �_� � .} .�.�,._� ti.s ° ;��;� �.>_:�sN�:�_ ....� ;.:r��- m<�:,�- . .� . • . • � � SPECIAL INSPECTION REPORT �� TOWN OF VAIL � M� �`� Pro ject Name �/� � � f� /L�' /� /.�n, .j �k �7' .To�?�'v�'� �' I n s p e c t o r��-�',�=c„�` CONCRETE : � DATE LOCATION APPROVEO CORRECTIONS REQUIRED �'.�'� ��. �� /�1�%��`';�3 � � / �. , �t tb s z� K� � � . �•,�ii � �� I � � MASONRY: c'� i � � STEEL: Jb�/' o'� � `" � �i� .�v� .c- �-►�-�-�-- , � i (�'�/e'.,.�.(�,,,,, � �a � _ � '-C �"` w�� 32 r��.G� �—��ic� �� ti� � ' � �/� '�„�G U�Ci?" ��2: —' ��' '..�,Cl' ✓n..��2� t} � � � / ��I� �,y� -- ( I!/h. /�f/,�-- ��+-`L"' �L L�'✓ ' PRECAST; i � � f � i ( � .." __'_'". ------�� ! i � ' OT H E R:. __S�e c i f_y___�____ � -_ -- - - ! � - - . � � • �__________� ' °', � � �� ADD I T I OP�AL REMARKS_ _��2�'�-�_._�_��_��'��C�cr.�t./�� , � . L�+.,, ;��<;,�s�-�-_,.a�,,G�v � -,-� _��,--�..�-:,— -�_?-�_ �" o � �� Gi�� ,� � -- ,��-�.3-- - --___ _ ------- �,��- - � -- -- /.i/!'J+9 ' �� f`� /��bt r� �! `I G d�N�' �/�,1'. Dt�'i,�i�L � :�i f,� �- ,.�✓:/",s� � c a:/� �- � �_ �� E, �cl�s , �,o�/�� i�•; �� s' D��'�� . �,��2��s� �"i;f�-� �`G� 7� �8,� ,� `�,�,� ��, N;` po��'.f �'f� �i/� �� a N�';.� � �=� ,�-.�% / ✓ , � �.. / s � ; ROGERS/NAGEL/LANGHART PROJECT'; � F� �^� Lodc�e No: 344 ,°°-_--____ PR�.IECT REPORT �ATE: � � TiME AT PROJEC?: TEMPERATURE: PR Work continues on instailation of the roof rystem for the condominiums. D continues throughout the apartments. Bdlconies are being poured this morn,�Wall 'nstallation Footings for the lodge were poured May I0, 1973. 9. �v1ay 14, 1973, Due to the time table and spiratic times for pou�i�g concrete arrangements for a special inspector approved b ' Mr• �"r' Hanson has made and concrete pours for the subject project. This will nableAMr! Hansont oe �osPection of rebar notice; whenever concrete is available and speed is up the time table for the �o en p moment s This office will still continue weekly inspections. All structural st P � ct. office in compliance with the contract documents and all other arepel will be checked by this continued on our inspection with weekly progress reports included, p�f �ee PrO�ect will be project ct this time looks very satisfactory, 09 ss of the entire ' ;. ::j`; �� t. a� . , ' � � ',,•� (� � T p RE R IV D ;�. �,�. ROGERS / NAGEL / LAIVGHART Architects Engineers INSPECTQR; V�/arren Foster 1610 Ara ahoe St, P�pnners P , Denver,Colo. $02p2 cc: �nson $ Jordon Construction Co. Telephone ��. , Jerry 222-4731 --:.A1dr1�h Ed DeVilbiss Jerr Na el, iom Punshon i � � J �� c� � �,-r y ROGERS/NAGEL/LANGHART PROJECT: J Enzian Lod�g_ No: 34.q, DATE: 05 /p� /73 PROJECT REPORT TIME AT PROJECT: TEMPERATURE: R , Progress on rhe condominiums is proceeding with electrical and mechanical rough-in approximately 90 Qercent complete. Dry wall installation proceeding on all units. Installation of the roof material is proceeding with estimated completion by the rnidcJle of the week of tne 7th. Parri'rions are set and exterior walls are insulated, Due to extremely wet conditions, work has not started on foundation work for the lodge unit. Estimate ihat foundations will be dug and rebar inspection will be ready approximately the week of May 7, 1973. Cleanup of the site will be done as soon as weather permits. Work is proceeding very satisfactorily in all areas. Additional drawings requested by Jim Hansen will be hand delivered on May 7, 1973. , ROGERS / NAGEL / LANGHART INSPECTOR: Architects Engineers Planners - Warren Foster/dsr 1610 Arapahoe St., Denver,Colo. 80202 ��' Hansen 8� Jordon Construction Co. Tele hone ��Jerry Eldridge, Ed Devilbiss, Jerry Nagel, P 222-4731 , „ , ��rn runsnon '� � � PLUMBING/ MECHqNICAL PERMIT TOWN OF VAI L DATE JOB NAME A. , OWNER ADDRESS CONTRACTOR PHONE � USE OF BUILDING: CLASS OF WORK: ❑ NEW ❑ qDDITION ❑ REMODEL ❑ REPAIR DESCRIPTION OF WORK: PLUMBING: NUMBER MECHANICAL: NUMBER VALUATION $ VALUATION $ REMARKS: REMARKS: � PERMIT FEE PERMIT FEE , _. . . • � � �� _ _.�. �� - �� _�� •., � � , (��. .� ❑ APPROVED ❑ DISAPPROVED ' DATE TOTAL FEES: $ ��,� .. , ��'� � � R M . , � � . i � ' .�' - C'O . �,i" -. n � � , - M ' O M � Apri I 13, 1973 w � N O N O � ° Mr. T. J . Koyamatsu 0 � International Conference of Building Officials W 5360 South Workman Mill Road w Whittier, California 90601 0 WRe: Enzian at Vail, Lodge and Condominium � --—---- ------- -------- __ � � w Dear Sir; 0 _ ¢ a Q a Enclosed is a record of our comments and corrections relating � to your letter of March 9, 1973 concerning both of the subject � projects. c� z z z a� Yours truly, c� ,�'r "`. ', z � W fr� �� :�� w Z � .... �' ward . DeVilbiss z w � EAD/clm � � RN �� Enclosures _ U ¢ ¢ cc; Ha n 8� J ordan Q i erry Aldrich _ c� z � � J W C7 Q Z � � w , C7 O ¢ << � �■�■��► � J ROGERS/NAGEL/LANGHART PROJECT: Enzian Lodqe--Vai I Nos �44 DATE: 4 i 6 �73 PROJECT REPORT TIME AT PROJEC?: TEMPERATURE: � � � � � � �� i Work continues on the condominiums. Block installation appears very satisfactory. Installation of joist and roof inembers have been checked. Installation of the balcony beams were reviewed with the General Contractor and appears to be in accordance with the contract documents, Structural steel installation appears to be slow. Roffing operations are scheduled for the later part of April, thus enabling the condominium areas to be completely enclosed. Site remains very muddy and it is hoped that this area may be cleaned up as soon ps weather permits. Concrete placement will begin very shortly. The General Contractor has been advised to notify this office at least 24 hours in advance so that rebcr steel and concrete may be checked by this office. � . ., � ; _ � ; . � ; ;�. { � ,. ; i i t ROGERS / NAGEL / LANGHART `` Architects Engineers Planners �NSPECTOR: �/arr n Fo�teC/ch E ��. 161p Arapahoe St,, Denver,Colo. 80202 ��' �nsen 8� Jordon Constr �s±��n Co. Telephone 222_4�3� ��' lprrv _Fldridae Ed Devilbiss, Jerry Nagle Tom Puns on � ! � � PLUMBING/ MECHqNICAL pERMIT TOWN OF VAI L DATE JOB NAME OWNER ADDRESS CONTRACTOR PHONE USE OF BUILDING: CLASS OF WORK: ❑ NEW ❑ qDDITION ❑ REMODEL ❑ REPAIR DESCRIPTION OF WORK: PLUMBING: NUMBER MECHANICAL: NUMBER VALUATION $ VALUATION $ REMARKS: REMARKS: PERMIT FEE PERMIT FEE ❑ APPROVED ❑ DISAPPROVED DATE TOTAL FEES: $ ,.t� ;` � � International Conference of Building Officials 5360 SOUTH WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601 • (213) 699-0541 March 9,1973 y/�• � �� , OFFICERS �^-�°` .a.�` ,N � ., OFFICES OF THE v ��' PRESIDENT �-�� ye� � � , EXECUTIVEDIRECTOR EUGENE B. PESTER ; �� T. H. CARTER DIREC70R OF l ,�,,.��j 3ir�.-�.,.�; MANAGING DIREGTOR COMMUNITY DEVELOPMENT '� �� JAMES E. BIHR POMONA,CALIFORNIA . � TECHNICAL DIRECTOR FIRST VICE-PRESIDENT � � P�ZI�I Check No. p��7�B D, R. WATSON NEWELL POCK . CHIEFBUILDINGINSPECTOR � PY�OJECt: Lodge YAKIMA,WqSHINGTON SECOND VICE-PRESIDENT Address: W. Lionshead Circle JACK D.WHITE Type of Construction: I BUILDING CODE ENGINEER KANSASCITY, MISSOURI Occupancy Classification: �-2/H/F�1/r�2 TREASURER Fire Zone No. � VINCENT R. BUSH Jerry Aldrich SUPERINTENDENTOFBUILDING Stories: SZX VERNON,CALIFORNIA Buildin Official �t JUNIOR PAST PRESIDENT g Floor Area: 6,200 Sq• r t.. (Max�> PERRY C.TYREE Clty of Vail 31.�2�� S'q. F't. (Total) COLORADOSPRLNGSGCOLORADO y�s` Office �OX 1�� Occupant Load: 505 EXECUTIVEDIRECTOR Vail, Colorado 81657 Valuation: $860 000.00 (Suggested) T. H. CARTER (� f 5360 5.WORKMAN MILL RD. 1770 Unlf OYIIl Building Code WHITTIER,CALIFORNIA Dear Mr. Aldrich� Seismic Zone No. 1 MANAGING DIRECTOR JAMES E. BIHR 53605.WORKMANMILLRD. Data fOY the above project has been reviewed for conformance WHITTIER,CALIFORNIA with the Uniform Building Code and our comments are as fol- lows: DIRECTORS GAYLORD C. DOWD GENERAL CONINIENTS: DIRECTOR OF INSPECTIONS KALAMAZOO,MICHIGAN DONALD A. ERICKSON A B-2 (restaurant, lounge and meetin room , DIRECTOR g > H (hotel)� F�1 DEPARTMENTOFINSPECTIONS (basement garage) and F-2 (accessory r0�1Y1$> combined occupancy MINNEAPOLIS,MINNESOTA BILLP. HORN of Type I construction has been assumed based on the uses and CHIEF BUILDING INSPECTOR materials in the building. This should be confirmed to your PIERCE COUNTY TACOMA,WASHINGTON satisfaction. ROBERT B.FELDNER SUPERINTENDENT OF CENTRAL INSPECTION NONSTRUCTURAL COMMENTS� WICHITA, KANSAS CHARLES R. HINKLEY CHIEFBUILDINGINSPECTOR 1, Fire-resistive occupancy separations in conformance with MOUNTAIN VIEW,CALIFORNIA VICTOR L. TAUGHER Table No. 5-B and Section 503 are required between the BUILDINGOFFICIAL following� COUNTV OFALAMEDA HAYWARD,CALIFORNIA VINCENTR. BUSH (a) Three-hours between restaurant/lounge (B-2) and garage SUPERINTENDENT OF 9UILDING 7� VERNON,CALIFORNIA �P�1>. See Sections 5 and 6/AL2 and 3/AL7. Construc� DICKT. JORDAN tion details should specify finishes to provide the DIRECTOR BUILDING DEPARTMENT required fire-resistive construction. See Detail ADL 7� AUSTIN,TEXAS 10, 11, 13 and 14. Clarification should be obtained re- FLOYD G.McLELLAN,JR. DIRECTOR OF BUILDING garding the three-hour separation at the elevator shaft. AND SAFETY COUNTY OF ORANGE Note that this shaft pierces the first floor into the SANTA ANA,CALIFORNIA basement. ' � � -2- (b) One hour between restaurant (B-2) and kitchen (F-2). Door 109 should be protected with a labeled one-hour fire assem- bly. (c) One hour between meeting room (B-2) and mechanical space (F-2) . Door 608 should be protected with a labeled one-hour fire assembly. 2. Horizontal occupancy separations should be supported with a structural system having equivalent fire-resistive protection. Section 503 (b). 3. Roof coverings should be fire retardant. Section 1704. Details or specifications camplying with Section 3203 (e) are required. 4. Building paper should be applied to exterior walls as specified in Section 1707 (a). 5. Enclosures for floor openings should comply with Table No. 17-A and Section 1706. Details should clearly indicate this. (a) Extend to the finish floor at the level of termination. (b) Be of two-hour fire-resistive construction. (c) Have all openings protected with one and one-half-hour fire assemblies. In lieu of this, shafts may terminate into a roam such as at trash rooms, provided it meets the following conditions: l� The shaft and the room in which it terminates are of two- hour fire-resistive construction, with all openings pro- tected with one and one-half-hour fire assemblies. 2) A tight-fitting collar of minimum 18 gauge steel is pro- vided between the chute and the shaft at the horizontal occupancy separation. 3) The chute extending below the horizontal occupancy sepa- - ration is of minimum 18 gauge steel. 4) An automatic fire damper of minimum 18 gauge steel is provided at the termination of the duct. 6. Plans should specify fire-resistive finishes in campliance with the following, for a building of Type I construction: � � � -3- (a) Exterior walls of four-hour construction, unless excepted by Section 1803 (a) . 1) Nonbearing walls should be of two-hour noncombustible construction. See 5/AL9. Also, note that structural members supporting the stairway should have three-hour protection (e.g. , see 6/SL5). 2) Nonbearing exterior walls along the east and south property lines should be of one-hour incambustible construction. (b) Structural framing (including stairway and interior wind brace framing) should be provided with three-hour fire- resistive construction. See structural plans. (c) Shaft enclosures should be of two-hour construction. 1) See 4 and 5/AL7. 2) Laundry chute should be of two-hour construction. See additional discussion regarding trash chutes piercing a horizontal three-hour occupancy separation. (d) Floors and roofs are required to be of two-hour construc- tion. Justifying test data in conformance with Section 106 or an ICBO research recommendation is required for fire-resistive construction finishes other than those spe- cified in Tables 43-A, B and C. Additionally, the use of wood (see ADL 8, 9, 18 and 25, and 3/AL8) should not be allowed except where permitted in Section 1705 (d) , since a building of Type I construction requires noncambustible construction. 7. Nonabsorbent finish and backing for toilet room floors, walls of toilet compartments, and walls around urinals, should conform with Section 1711 (a). Applies to public facilities. 8. Shower stall walls should be finished with a hard, nonabsorbent surface to a height of 6 feet. Section 1711 (b) . Fiberglass or other prefabricated finishes should be covered by a research rec- ommendation or complete justifying data under Section 106 should be submitted. See Section 4/AL11. , � � -4- 9. Envelope ceilings should satisfy the following conditions. Sec- tion 4303 (b)-6. (a) Should not be used to provide fire protection for beam and girders supporting more than one floor. (b) Columns should be individually fire protected. (c) Duct and outlet openings are limited to 100 square inches in each 100 square feet of ceiling area and sh aild be protected with approved fire dampers. (d) Electircal outlet boxes should be of steel and not greater than 16 square inches in area. 10. Light and ventilation should comply with Section 705. 11. An approved, conspicuously ma.rked, outside gas shutoff valve is required. Section 708. 12. Light and ventilation should comply with Section 1105. Mechanical ventilation is required in garages exceeding 5,000 square feet. 13. Exhaust ventilation at or near floor level is required by Section 1105. 14. Rooms should have window areas as specified in Section 1305 (a), one half of which is openable. Applies to second through fifth floors. 15. Mechanical ventilating system in baths should provide five air changes per hour directly to the outside. Section 1305 (a). Fan capacity should be specified. 16. Exits. (a) Two means of egress, with minimum separation of one-fifth the perimeter, are required from parking level 02. Section 3302 (a). (b) Exits should have a minimum separation of one-fifth the perimeter of the room or area served. Section 3302 (c) . Note that "perimeter" is along the outer boundary of the of the room or area served. For irregular shaped buildings or buildings with inner courts, it has been the policy to use the perimeter of a square whose area is equal to that of the actual building to determine the required minimum separation of exits, On this basis the distance between exits from lounge 113 should be at least 24 feet. _ '�r✓ '� -5- (c) An occupant load sign is required in restaurant 104 (150), lounge 113 (60) and meeting room 601 (80). Section 3301 (j). (d) Exit doors should be openable from the inside without the use of a key, special knowledge, or effort. Section 3303 (c). Note also that surface mounted flush or surface bolts are prohibited. Automatic flush bolts are allowed on pairs of doors provided the door with the flush bolt has no knobs or surface mounted hardware and the unlatching of any leaf requires only a single operation. (e) Exit doors should provide immediate access to an approved means of egress. Section 3303 (g). Exiting through another room does not comply unless the room camplies as an accessory area in compliance with Section 3302 (e) . Door 110 fram restaurant should open into a complying exit corridor. (f) Interior openings into corridors should be protected as set f orth in Section 3304 (h) . Twenty-minute rating for door assemblies requires campliance with a specific research rec- ommendation or a labeled fire assembly. Corridor openings should comply. (g) All required interior stairways which extend to the top floor in any building four or more stories in height shall have pro- vided at the highest point of the stair shaft an approved hatch openable to the exterior not less than 16 square feet in area with a minimum dimension of 2 feet. Section 3305 (1). (h) Six-foot 6-inch minimum headroom clearance for stairways should be indicated on plans. Section 3305 (e) . Note that this is fram a plane tangent to the stairway tread nosings. (i) Stairways should be enclosed as specified in Section 3308. They should be labled one and one-half-hour fire assemblies with additional requirement of maximum 450°F temperature rise above ambient after 30 minutes of fire test. (j) Exit signs should be provided in conformance with Section 3312 (b). (k) Panic hardware is required on exit doors serving Group B Occupancies having an occupant load of more than 100. Sec- tion 3316 (a). In lieu of this, doors should have no locks or latches. Exit doors from restaurant 104, including doors 101 and 103 should comply. � � � � -6- 17. Roof drainage should be conducted under the public sidewalk. Section 3207 (e). 18. Dry standpipes are required in buildings four or more stories in height. Section 3803 (b). 19. Wet standpipes are required as specified in Section 3804. 20. Fire-extinguishing system plans should be submitted to you to determine compliance with applicable building, plumbing and fire codes. 21. Chimneys should camply with Section 3702. 22. Fireplaces and barbecues should comply with Section 3704. 23. The interior wall and ceiling finishes should be specified and comply with Table No. 42-B and Section 4203. 24. Gypsum wallboard cannot be installed on weather-exposed surfaces. See Section 424 for definition. 25. Glass and glazing should comply with Chapter 54. Type and thick- ness of glass should be specified. STRUCTURAL COMMENTS: 1. Special inspection in conformance with Section 305 is required for the following work: (a) Structural concrete where the design is based on an ulti- mate compressive strength in excess of 2,000 pounds per square inch. (b) Al1 welding except where done in the shop of an approved fabricator. (c) Installation of high strength bolts. 2. Acceptance of the foundation investigation report is recommended contingent on compliance with local ordinances. 3. Reference plans, Sheet SL6. Roof beams at column lines A and D between column lines 2 and 3 should be specified. See calculations, Sheet 43. � • • / . � -�- 4. Reference plans, Sheet SLS. Justifying calculations should be provided for beams at column line A between column lines 2 and 3 and 5 and 6, and at column line D between lines 2 and 3. Additionally, 18W beams along lines A and D should be provided with camplete nomenclature (see calculations, Sheets 38 and 39). 5. Justifying calculations should be provided for floor framing for second, third, fourth and fifth floors. 6. Reference built-up column Detail 2/SL7. Clarification is re- quired on partial penetration butt welds. Calculations (e.g. , column design, Page 64) uses entire plate section for effective area, which requires full penetration butt welds. 7. Reference calculations, Sheets 73 - 95, inclusive. Computer program should be identified and explanation of the printouts is requested. 8. Reference 2 and 6/SL1 and 4/SL2 and calculations, Sheet 97. Negative steel should be provided at basement level at line A similar to those shown at 4/SL2; note that continuity exists at basement supporting slab. 9. Welding data or details for steel decking used as a diaphragm should be provided. Information should comply with a specific ICBO research recommendation or test data submitted in compliance with Section 106. 10. Details should be provided on roof and floor diaphragm connec- tions that indicate how the shears are transferred to vertical shear-resisting elements. Connections should be justified with structural calculations for compliance with allowable values. 11. Railings should be designed to withstand a 20-pound per foot horizontal force. Section 2304. May we suggest a valuation of $860,000 since there was none specified. Please inform us of your decision so that an invoice can be issued to cover our services. All data is being held pending receipt of further instructions from you. If instructions are not received, data will be returned in 90 days in conformance with Section 302 (b). - • � -8- Please feel free to contact us if there are any questions. Yours very truly, INTERNATIONAL CONFERENCE 0 BU L ING OFFICTALS__,.�. __..._ �r, t T. . Koyamatsu ief Plan Check Engineer TJK:hb I _ _. . . . . . . . . . F _. � y ��' . � � � ENZIAN AT VAIL LODGE REPORT AND REVIEW CONCERNING INTERNATIONAL CONFERENCE OF BUILDING I L L T R , The following items are noted in the order as they appear in the letter with retated referencing. GENERAL COMMENTS Building construction is Type II . NONSTRUCTURAL COMMENTS Item 1 . (a) Floor and ceiling construction is UL Design No. 53 - 3 HR (see attached copy). Further clarification on elevator shaft opening will be provided to the Vail Building Dept. to fulfill the 3 HR opening requirement. Item 1 . (b) Will be provided. �,; Item 1 . (c) Will be provided. Item 2. Provided. Columns are concrete encased. See detail SL 2 - 8. Item 3. Provided. Concrete roof tile are provided listed in section 3202 (e) 7. A sample will be submitted to the Vail Building Dept. Item 4. Building paper will not be required for Section 1707 (a) 1 . Thoroseal exterior application is weather resistive. Item 5. (a) (b) (c) Provided. Linen chute shall have 1 1/2 hr. fire assemblies, and 18 ga. collar, chute and damper at lower end. This suggested technique for handling chute passing through floor fire assemble has been helpful . Item 6. Building is Type II . Item 6. (a)(b) (c) Exterior Non-bearing walls may be 1 hour fire resistive noncombustible construction except where less than 20' (feet) from west property line. Exterior non-bearing walls and portions thereof less than 20' (feet) from west . � property line (and ��ot less than 3') may be of 2 hour fire resistive non-combustible construction. Structural frame shall be protected by 2 hour fire resistive construction throughout. Wherever the ceiling forms part of a fire assembly the horizontal structural members need not be individually fire-proofed (Section 4303 (b) 6.) except where members support di rect loads from more than one floor or roof. Shafts and stairs shall have 2 hour rated enclosures. Item 6. (d) Wood details occur on north , south, and east walls with yards having widths greater than 40'; thereby permitted by sections 1705 (c) and (d). - 1 - � .. • • .�% '�' � International Conference of Building Officials 5360 SOUTH WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601 � (213) 699-0541 March 9, 1973 y � � . �,�� _ (� ;, �' 'i' � , . OFFICERS � (� � OFFICES OF THE ..,��^`-'� � EXECUTIVE DIRECTOR PRestoErvT . �.R:�- � �- T. H. CARTER EUGENE B.PESTER . � � .� � � MnNq�iNC�iRecroR DIRECTOR OF � 1��`'� JAMES E. BIHR COMMUNITY DEVELOPMENT . POMONA,CALIFORNIA � TECHNICAL DIRECTOR FIRST VICE-PRESIDENT D. R. WATSON NEWELL POCK Plan CheCk No. 8817-A CHIEFBUILDINGINSPECTOR Project• Condominiums YAKIMA,WASHINGTON �7 � ��7 SECOND VICE-PRESIDENI' AdC1YeSS� W. Lionshead Circle JACK D.WHITE Type of Construction: III - One Hour BUILDING CODE ENGINEER KANSAS CITY, MISSOURI Occupancy Classification: H/F-1 TREASURER Fire Zone No• 3 VINCENT R. BUSH SUPERINTENDENT OF BUILDING Jerry Aldrich Stories• Four VERNON,CALIFORNIA Building Official Floor Area: 7,950 Sq. Ft. (Max.) JU PERRY C.TYREE NT Clt'y of Vail ZS�HOO SQ. Ft.. (Total) REGIONAL BUILDING OFFICIAL 7� COLORADO SPRINGS,COLORADO C�.St Office B�X 1�� Occupant Load• 159 EXECUTIVEDIRECTOR Vail, Colorado 81657 Valuation: $439,000.00 (Suggested) T. H. CARTER 1970 Uniform Building Code 5360 S.WORKMAN MILL RD. WHITTIER,CALIFORNIA Dear Mr. Aldrich: Seismic Zone No. 1 MANAGING DIRECTOR JAMES E. BIHR 5360 5.WORKMAN MILL RD. WHITTIER,CALIFORNIA Data for the above project has been reviewed for conformance with the Uniform Building Code and our comments are as fol- lows: DIRECTORS GAYLORD C. DOWD GENERAL COMMENTS� DIRECTOR OF INSPECTIONS KALAMAZOO,MICHIGAN DONALoiECEORCKSON 1. Separate nonstructural and structural comments have been DEPARTMENTOFINSPECTIONS made for the condominiums and for the lodge for this re- MINNEAPOLIS,MINNESOTA BILL P. HORN view. This was done for clarity and for ease in identify- CHIEF BUILDING INSPECTOR ]_np comments t.0 the individual projects• PIERCE COUNTY t7 TACOMA,WASHINGTON ROBERT B.FELDNER 2, The following assumptions have been made for the purpose SUPERINTENDENT OF CENTRAL INSPECTION �f th15' review� WICHITA, KANSAS • CHARLES R. HINKLEY CHIEFBUI�DINGINSPECTOR (a) Building A and B is one building, since they are MOUNTAIN VIEW,CALIFORNIA VICTOR L. TAUGHER physically joined with a common roof and common BUILDINGOFFICIAL hallwa s at the u er floors. COUNTY OF ALAMEDA Y PP HAYWARD,CALIFORNIA VINCENTR. BUSH (b) The building consists of four stories of H Occu anc SUPERINTENDENT OF BUILDING P Y VERNON,CALIFORNIA with a subterranean garage of F-1 Occupancy. DICK T. JORDAN DIRECTOR T BUILDING DEPARTMENT <C> The entire building 1$ Type �yI one-hour construction• AUSTIN,TEXAS FLOYD G.McLELLAN,JR. DIRECTOR OF BUILDING The validity of these assumptions should be confirmed to your AND SAFETY COUNTY OF ORANGE satisfaction. SANTA ANA,CALIFORNIA � � . � -2- NONSTRUCTURAL COMMENTS: 1. A three-hour fire-resistive occupancy separation in conformance with Table No. 5-B and Section 503 is required between the H Occupancy (condominium) and the F-1 Occupancy (garages) . (a) The building has a mixed occupancy use as defined in Sec- ', tion 503 (a). In order to apply the provisions of Excep- ' tion 3, Section 503 (d) for a one-hour occupancy separa- tion, the building should be subdivided into smaller por- tions by means of area separation walls complying with Section 505 (c) to limit garage area to 3,000 square feet. The walls should extend from the foundation to a point at least 30 inches above the roof of the building. (b) Reference basement floor plan, Sheet A-2. Doors from garage leading to corridor should be protected by a fire assembly having a three-hour fire protection rating. 2. Horizontal occupancy separations should be supported with a structural system having equivalent fire-resistive protection. Section 503 (b), Reference Detail 2/A-7. Three-hour fire- resistive column protection should be provided. 4. Building paper should be applied to exterior walls as specified in Section 1707 (a) . Detail AD-6 at exterior wall construction. 5. Anchored veneer over 20 feet in height should be supported with noncombustible, corrosion-resistant ledgers at a maximum of 12 feet on center above the 20-foot height. Section 3006 (h). Although plans do not indicate exterior veneer, the architect's special comment refers to stone veneer attachment. Construction details should be provided. 6. Exterior walls of Type III buildings should be nonc anbustible construction. Section 2001. Section AD6 constitutes an exterior wall and should comply with Section 2003 (a). 7. Fire-resistive rating of exterior walls should be maintained through attic areas. Section 4304 (c). The upper portion of Section AD6 should be of two-hour incambustible construction per Section 2003 (a). • � • -3- 8. Openings in exterior walls within 20 feet of property lines should be protected with three-fourths-hour fire assemblies. Section 2003 (b). Portions of exterior wall along the west property line (Building B) should have protected openings. 9. Eave overhangs and similar architectural projections should camply with Section 1710. Roof and balcony overhangs along west and north property lines should be of noncombustible construction. 10. Shower stall walls should be finished with a hard, nonabsor- bent surface to a height of 6 feet. Section 1711 (b) . Fiber- glass or other prefabricated finishes should be covered by a research recommendation or camplete justifying data under Sec- tion 106 should be submitted. 11. Doors and panels of shower and bathtub enclosure should comply with Section 1711 (c to e) . 12. Reference Sections 1/A6 and 1/AD6. Beams in attic and in wall should be provided with a one-hour protection. Table No. 17-A. Note that steel beams wrapped with 5/8-inch gypsum board does not provide a one-hour protection. 13. Clarification is required for Homasote floor decking spanning 24 inches. ICBO Research Report No. 1016 is based on deck span of 16 inches. 14. Light and ventilation should comply with Section 1105. Mechani- cal ventilation is required in garages exceeding 5,000 square feet. 15. All habitable roams should have window areas as specified in Section 1305 (a), one-half of which is openable. 16. All windows should not be considered as furnishing required light or ventilation since they do not open to a yard, court, or street in accordance with Section 1305 (a). Balcony rail construction should be such so as to provide 65 percent open and unobstructed. See Details AD8, 9 and 10. 17. Exits: (a) Conforming exits are required from the areas below as spe- cified in Section 3302 (a). �ao exits are required from basement garage at Building A. - • • -4- (b) Exterior exit balconies cannot project into an area where protected openings are required. West balcony at Building B is within 20 feet of property line. (c) Openings in exterior walls within 10 feet of exterior stairways should be protected with self-closing three- fourths-hour fire-resistive assemblies. Section 3305 (k). Windows from master bedroams at A-1, A-3 and A-5, and B-2, B-4 and B-6 should comply. 18. Roof drainage should be conducted under the public sidewalk. Section 3207 (e). 19. The interior wall and ceiling finishes should be specified and comply with Table No. 42-B and Section 4203. 20. Glass and glazing should camply with Chapter 54. Type and thickness of glass should be specified. STRUCTURAL COMMENTS• 1. Special inspection in conformance with Section 305 is required for the following work: (a) Structural concrete where the design is based on an ulti- mate compressive strength in excess of 2,000 pounds per square inch. (b) All welding except where done in the shop of an approved fabricator. 2. Acceptance of the foundation investigation report is recommended contingent on compliance with local ordinances. 3. Justifying calculations and details should be provided for wood roof and steel deck floor diaphragm, and steel stairs. 4. 2x laminated beams should be spiked together as specified in Table No. 25-0. Section 2518 (c). 5. Plywood grades should conform with Table No. 25-B. 6. Welding data or details for steel decking used as a diaphragm should be provided. Information should camply with a specific ICBO research recommendation or test data submitted in compli- ance with Section 106. � � � � -5- 7. Details should be provided on roof and floor diaphragm con- nections that indicate how the shears are transferred to vertical shear-resisting elements. Connections should be justified with structural calculations for compliance with allowable values. 8. Reference plans, Sheet A6. Hamasote floor decking exceeds allowable 16-inch span permitted in Research Recommendation No. 1016. 9. Nailing f or plywood roof diaphragms should be indicated on plans. 10. Structural specifications should be on plans. This includes concrete, masonry, mortar, grout, lumber, plywood, reinforcing bars, structural steel, steel decking, etc. The structural general notes (including foundation report design recommenda- tions) on first sheet of calculations should appear on the structural plans. May we suggest a valuation of $439,000 since there was none speci- fied. Please inform us of your decision so that an invoice can be issued to cover our services. All data is being held pending receipt of further instructions fram you. If instructions are not received, data will be returned in 90 days in conformance with Section 302 (b). Please feel free to contact us if there are any questions. Yours very truly, INTERNATIONAL CONFERENCE BUI DING OFF IC IALS �---.._.._._ .�.� —.________.__ s ` �'�_ .,�; � `T.,t�J. Koyamatsu C �ief Plan Check Engineer TJK:hb _ i �� . . � � � Item 9. One hour fire-resistive construction per section 1710 exception 1 , has been provided. All balcony construction is noncombustible steel and concrete with a noncombustible wood railing where required. Item 10. Provided, and approved, by Vail Building Department. Item 11 . Provided. Item 12. Provided Item 13. Approved by the Vail Building Deptartment. Letter of approval and supporting data was sent with original submission. Item 14. Provided. Item 15. Provided. Checked by Vai( Bui Iding Department. Item 16, Provided. Balcony railings have been reduced in height to 3'-6" and railing itself will be 20% open. Item 17. (a) Parking level building portion "B" has two exits. Parking level Building "A" is a story with more than 50% of the floor space more than 6 feet above grade (Sec. 420 definition of story) and thus only one exit (occupancy is 15) is required per table 33-a. ' Item 17. (b) $ee item 8. Item 17. (c) Connecting stairways Nos. 2 and 7 have been deleted. Item 18, No roof drains due to heavy snows. ; Item 19. Will provide. Item 20. Will provide. - STRUCTURAL COMMENTS: Item 1 . (a) and (b) Will be provided. Item 2. Confirmed by Vail Building Department. Item 3. (a) Roof deck shear analysis added on sheet 40 A. - 2 - _ + � , , , , `'��. � r Item 3. (b) First floor diaphragm shears are carried in the concrete deck rather than in the corruform (See Sheet 41) unit shear is 21 psi, ignoring any help from the mesh. Allowable shear is 60 psi in unreinforced members per ACI code. The shear is transferred to walls using - �elson studs. A 3' spacing of studs is allowable, using Nelson values and a factor of safety of 2. A 2' spacing was used, which brings the F.S, up to 3. Item 3. (c) Steel stairs will be designed by the supplier and stress checked by us when shop drawings arrive. Item 4. Add to general notes - "laminated 2x beams shall be nai led together with 20 d nai Is @ 32" top & bottom, staggered; 2-2d @ ends." Item. 5. Will provide. Item, b. $teel deck not used for shear. Concrete floor deck stresses and edge attachments conform to standard practice (see item 3 (b) . Item 7. See calculator sheets 40 8� 41 . Item 8. Not the same Homosote. See approval by the Vail Bui Iding Department enclosed with the original submission. Item 9. For roof deck panel, nail to all edge supports with 8d nai ls @ b", 12 " spacing for intermediate supports. Item 10. We consider SD sheets as a part of the drawings, (included with submission). We do not normally put specifications on the drawings - only general notes. k � - 3 - � ' � }�#: ,. ., � «_ . . :. . .�;�i.,<�i:�i, . . �'4,bti •? � .v�� . . - . � '�c - . . � ��'" � . � _ • � J � �� .� �� ` � � . �� O. Archs't��v� �ngineers Planners py e �} 1610 AFiAPANE?E ST•t�MtIER, COI� St}202 ('�}�! '" °` �`"�i `�'_ � „"� r �- t�r��lc�r� Cor��'�, r�� No. ��°'�` ��+�� , 1�1�� r��" d��.k , . . ___^__.w�.. � A w�r �ooi� - �, � .�` �„ �5 0 (g �� . � �r� C�� ,: ��5;� : .,w,, V� S /U��!r �" h0'� �r3�r t�t� '�► �+�$bvof� V l5�� '9� � zs,ti' �_ i ��z, � �� + �•�� ,��`l ..-- � � _ : ��"JV ,� �s 'S�� ,- : 74,��► _ . I'yo ` z �o N:- M .' �4 A� �� y� ��: �� . _ . _ � _ ._ : L ��`f /� .� � V� 3 Go �i 8� � ��ro�� : �'�1t� � � �� ' . 1f� o � i!3�`/ __ .� !8' S „r.,,.,. M : 3 Z 40 ( �.�. �4"!a� ('t� � 4�,�►C�o � � `� _ H � :., q 7�'� . 3i►� �� ° c� 's" /�'., 54�`/t , �'�" V �c /3 "'/i � � � � � _ ►�,� � _� - �r Ll�t: ��g �Iy waeC� j r�r�� c�, r�de � �an bio��t�� '�� M a � �'S� �, �i+ � i C 0*�� @ a!I �u'v�+ o r�}��' e�i��►� � , �i�."a��-�► �� _ F � . . : .. ,,....:�. .... .. . ......�__ .. . . .. . �, ^ . ,: �, }. �,�.� ,� � � �� ,i: ; .�� . .. � . � � � • � ` � � $ENit IJO. Archiirects Engine�r�s Plcr�cs $y �`�I�'' � - _ __ � ��"� • se,o ��+o� s�r•��v�p, ccx.o so� Drc,�ii�► = t G►�"7 � . � � Subiect,_,�„�,!'�t��,�r�ai �.►Ci !`�&�G� Pro�e�ct No. �''�°'�". �/;,�n� �� tf c�� {1c�t�!"' � ,t��1'/"'f 0'�l�� I� �� , . „-. _ , L o�'� ��oor' �. V = I��`1� � � �'s p � �'b �- N��c��►af"'c � ��: � }, �o r� 1 L�O"�/ � �" � ,fj?c' .; .... .. . .. .. . .._., �,:...... .. �hr�r wo1�� r�s� ��d •� /o�"� {l�cs/' 'yr '� `�;�� s ✓5S�`� l�a. �. * ' �4� 9'� . t�' P �ar�► wallb� ard � � �� c, r I �C��r_ (�/cs �� :�� y � .a 8 Ia c.k�cf � �" �`'�p �� '� �00%r r��il� . x _w� _ _, . .___ . . _ _,.. ,.. � ' : ,�" �� ,�� - �,�, ��i, � - �.�. _ � d cael�►r ha� t�, � � "' � �: r. � . . � : e ; ; �..: x � - � .� � ..� ; _ " , _ � ;_ � �w. - _ _ _. .:�..�_ __,_ _ �.�._ . � � �� . � ; � __,,.�: ! _ i � . ;i � � � Go+�y - 1J Ir - ..� ti 9''� 1 ,� ; D�sign No. 53-3 Na .,I..,, ., .�?.. -3--- � _ 4 • � w,2'/1 2 � •La._ ♦. .j u �...��i��...u..av�a�-.�.v:�� _ . ___�_s._�L�."_'-- T . . . .. / ..' � .. I / ��2� µ-I/2' S � � , �_ _ _ __ ' _ - ____. _- __ _.7 6_ _ _ - A BUILDING MATfiRIALB �3 Resistance Claasification (Fire)—Floor or Roof and Ceiling Construction and Beam Protection�ontinued Clssa C-3 DeeiQns—Continaed 1. 3�nd and Gnvel Concrctt-1:21/;:3iF� mix,3600 pyi, vibrated. 2. Wire Fabdc—No. 10 Steel Wirn Gauge, 6 by 6 in. mesh. - �� A. Corruaated 3tee1 DeckinQ—No. 2R gauge, uncoeted, �.(. in. deep, welded tu upper joist chords at 2 ft intervals in diamond pattern with 0.06R in. thiek. 1�/� in equare steel welding washers. . 4. Steel Jolate—Type 12H3, cold-formed chords, spaced 24 in. O.C., tack-welded to supporta, �,C�, in. bridging welded to upDer and luwer ehords. - 6. Forrin� Cl��nnels�—No. 1G gauge, °�� in. cold-mlled steel with �/� in. flanges, apaced �� 13�� in. O.C., attached to lower jcrist chords with double-etrand saddle tiee at all �winta nf intersection. � � fi. Tfe VVire—No. 18 Steel Wire GauRe galvanized. � ?. MeUI L�th--Diamond me�h, ;3.4 lb Per sq yd, nttached to turrinQ channeis with � aingle-ntrand tie, snflced 6 in. O.C. H. I'laeter-2 cu ft of vermiculite plaster aqgreRete tn 100 16 uf 8bered-gypsum plxster - tur acretch eoet; R cu ft ot ve�miculite plaatec agqregpte to 100 Ib of unfibered � � Rypnum nlasler for bnwn cuat. Vermicidite plaster egNreQate�listed by U. I.., Inc., Guide No. 40 U1R.22, under Reexamination Service. � �� ; � i `e.� � . , t�. r : � `�n/ • - • � � ' � ` l �t ^� `��' �` ��v� Q=� V�l': ti -,�, � �,;� INSnEC �► o � r��v�� . . , � � _ _ .._ - - - � �, �� ,� , Di�.T'� � /� - �O� ��`„�/1= ~ ' (M E �EC t��/E D ,� -7 G�, ��QM �A�L�.Z � .. ._ ,�. '�, --- /i.",. � �r;'' � � . 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LOCA"CiON . i � � ' • �EAr7Y T'�� _i�U�•�-r�� . 1 ' } �� h/t0 TUE �VED TNU� ' F2i (;1`� % �� ANt "PM - . . _ ��_ , ; . . coMMEN;� : - � , , � � ; ; , : . �� APr''Kov�� f'i��F'?+:ov� 7 ❑ �'�! ,{��:'�=�' , ; . ; ; - , ; - � �o2�EcT�oN S � . � � t ' . � , :3 j � . ' �� j� '1_� � . ' �.�T E �� `;, •,__,.._ .. I . � ; �NSnrcTOrz . iI - , , • ' �.�+t V � e�,– �� ir• Y_� �1 `.� '�, �-- `�3 TQ�V N Q r- �/<'-.�� :'.;- f , ��'`� lN 5��c '�� o� r��v�� , _ _ p,o.T-E ,� � __ �o� N�� - , , _ ;z� J, �1ME �ECt��/E��'�.4M PM CAt.LECZ =� - .It ,l�� r �'.;: ,� ,l�`J - - �- .�,�. ' . �I {. � �ut�.�ir��- � o��rz � '��.uM=�,��3r !1 �,��.� R ,, s,- , , . � •r:�t ; , . ' I n ' n i ❑ COO 1 N - �c . �A 1 N G- `� t.._; �O U G{-F-' +I �1.V E N t L/`-.. ;O ti � T � ; Q 7 �� r) T T . I, ;: � �o��o�T�oN j! o �HEET2ocK '� � SrA��P. :V� ; o N��T�� ;; � �PQ�iiNG— D VENEER ��••❑ FINA! � ❑ NOO�S (}j ' �f ❑ ��NAI.. ��- O �ooF' � � � ❑ ,� : � ILJ; �A2'�lAL I � �AR'rIAL i ❑ �ATZ�E/-�._. ! � �A+2'�IAI.._ ,` i�LOc�TioN : � Loc,a.T�or.� : LocA.-`-�oN : Locp.-j-tior�: ,� _ I I �� _ ;�,�._ ; ( _ _ :� _ -� �� / �J `%� ;i � �� ! � �' `� - o'o� I � � I � �� ❑ O"�NE2 � �ACZTIAL. LOCA'j'10N � ; . � , _ , ,�FAr7 Y �p?�� Z`�!S P�G;�O N ��- ,\ i','�Ntptv�;, TUE �VEt7 TNU� � �2i �;,r-��'�r�+ �r� �_':-' �__.. COMMEN�S : F , � � � � �i4PF'F�ov�!? ❑ t�iy��'�icov� � O ,'��! ��:':��' ; , . i � i �022�c�1 dr�S i . , ' �/�.TE �� /'�"+c�: / a , _-..�,,.��i�`��\\>:�- .� 7 j ; INSnCGT02 i � � .�. . j . . . � . �� . �� .��. � J�� ,� ��"� _. ,�} TO�vN O�' �.��:, ,� ��-" � _ ` F �;,,,� l� SPEC �1 O� t�� U� �'�"' , � � � ��_=c� �.� ,��z:��J �ATE �OB I�AM� � `, .� �=--� / - ; ��e�/��/�� /�'JA.��,✓/�y �IME �ECt��/E� ,4t�1 �� CA�LE2. j I ` ' ' � �I� � � L...,UILPIr�'.T ; C0�/E2 � 1" Lt..l1','�'-?+i��r I ��C��'�;.`�'.y ';1� < I .. ' ! � � ❑ Fco-j-�NC- ! ��c�. �7�vc- ;! C� �ou�-r-+- � �] V��,T«�.T�o�.; ;, ;C � ;� ; D Four�cAT�oN ; ❑ �HEET20cK ;� ❑ SrANDP1P= 1vGC � ❑ 4�Ea�t�1 G- � � ❑ ��o1.iiNG- ❑ VENEE2 !'-'❑ FINAL 4 ❑ u000� '� - i � J ��A� �- � rz�F !� � 1 a `� ,� ', �+ + � �f ! �..�; P�2"�IAL � � �AR�'lAL i ❑ �AIZ�"!/-�._. ! � �A2TlAL 'k Loc.�,TioN : Loc.o.-�-�oN : L.o�.-j-�oN : Locp,�-,o,v: ;I ; - �� I ;, � � , I i I �� r�s� �,�y ��TH ,,�y -- O`rNE2 � �A2T�AL. LOCAT�ON � : � � Y -� �S� �c��orJ , �� l��(ont TUE \VET7 TNU � � �rz� ��J �A � �r�t � ' � K T � ��2�JJ` . COMMEN i S : � � � � ��Pov�t7 � (?iy�F'�j:ov� r� D �'�t `{r,;':� . ` , �'� . � ; : - . - . � ��,�c �o22Ec-�-�or�S ; � _ � � . � . , � i' �"�i '' ' �� ,'` . ,,`, • ' /� �__.. ,�= n { �.�iTE , '\ � ; It�i4hrGTd2� . i t � ��. , � � � • • �� International Conferenc of Buil in fi i I �. , .� e d g Of c a s 5360 SOUTH WORKMAN MILL KOAD • WHITTIER, CAIIFORNI,A 90601 • (213) 699-0541 ��.� January 18, 1973 OFFICERS �FFICES OF THE EXECUTIVE DIRECTOR PRESioENT T. H. CARTER EUGENE B. PESTER MANAGING DIRECTOR DIRECTOR oF JAMES E. BIHR COMMUNITV DEVELOPMENT POMONA. CALIFORNIA TECHNICA�.DIRECTOR D. R. WATSON FIRST VICE:-PRESIDEN� NEWELL POCK CHIEFBUILDINGINSPECTOR plan Check Noa 0017 VAKIMA,WASHINGTON SECONOVICE-PRESIDENI Project: Enzian a.l, ya.l� � JACK D. WHITE COTI��IIT�TL�ITSRI"�-� BUILDING CODE ENGINEER KANSAS CITV, MISSOURI TREASURER VINCENT R. BUSH SUPERINTENDENT OFBUILDING VERNON,CALIFORNIA JIINIOR PAST PRESIDENT PERRY C.TYREE REGIONFL BUILDING OFFICIAL COLORADO SPRINGS. COLORADO ExECUTIVE DIRECTOR �'" .. � V . T. H. CARTER - �� ' °� 5360 S.WORKMAN M��ao. Jerry Aldrich WHITTIER,CALIFORNIA MANAGING DIRECTOR Building Official JAMES E. BIHR C1t�T Ol V$11 5360 5.WORKMAN MILL RD. /- 'p WHITTIER.CALIFORNIA POSI Office JJOX �OO Vail, Colorado 81657 DIRECTORS GAYLORD C. DOWD Dear Mr. Aldrich: DIRECTOR OFINSPECTIONS KALAMAZOO,MICHIGAN DONALD A. ERICKSON This is to acknowledge receipt of data on January 16, 1�973, DIRECTOR for the above project which will be reviewed and our com- DEPARTMENT OFINSPECTIONS MINNEAPOLIS,MINNESOTA ments forwarded t� y�u $$ .S��n a.$ possible. However, t� BILLP. HORN properly review plans we will need authorization from you. CHIEF BUILDING INSPECTOR PIERCECOUNTY Will you please complete the enclosed form and return it TACOMA,WASHINGTON to us as soon as possible. ROBERTB. FELDNER SUPERINTENDENT OF CENTf2AL INSPECTION WICHITA, KANSAS May we thank you for your interest in our services. CHARLES R. HINKLEY CHIEF BUILDINGINSPECTOR MOUNTAINVIEW.CALIFORNIA Yours very truly, VICTOR L. TAUGHER BUILDING OFFICIAL INTERNATIONAL CONFERENCE COUNTY OFALAMEDA HAVWARD, CALIFORNIA 0 UILDING OFFICIALS VINCENT R. BUSH SUPERINTENDENT OF BUILDING _ VERNON,CALIFORNIA DICK T. JORDAN , DIRECTOR BUILDING DEPARTMENT m � 7� AUSTIN.TEXAS 1. • 1� amatsu FLOYD G. McLELLAN,JR. lef Plan Check Engineer DIRECTOR OF BUILDING AND SAFETV yL COUNTV OF ORANGE TJ��L�U SANTA ANA.CALIFORNIA . .,.,.,.�. . �—�.� -.� -. � � `� �"`\` � � h �..� ` � ,. �� .... _ January 12, 1973 Mr. T. J. Koyam�tw International Conforence of Building Officicls 536(1 SEwth Workmon Miil Roaid Whfttier, Californta 90601 R�: Ee�iam at Vail Condorr�tniunns Deor Mr. Koyamctw: ' � � . Enctosed aro tw�o (2) :ets of drowinga and dstcils for ycwr rovi�ew of th� � `' Enziem at Vail Condominiums. ? ' Sitf PIQh� north buildine, is rwt incfudsd at th`istirr�e�, but will bs fo - , warded to yo� in the near f�turo. r Snuctural colculatior�s ond a copy of the �oii: test hcve bNn t4nt to yai undar �epaa�atm cover. Your attention is aleo roquested to include the items which have been s�x+ciffcaliy nviewed in our confenncss with tho Voi1 Buitdln,g Dspar�- ment cc►verod 1n ovr S�ecial Comments. —__._._._,_..__._._.r. RYaura trLly. NL � O � � E wc,rd eVilb l� EAD:lp Enciowr�: - 2 S�h of dre�w�ngs g, detail: _..._ ccs Mr. ,J�rry Aldrich Honsen and Jordan Const, Co, � � � .. .,, , -�--=- - �._.. —�----,.._......... . , . .,,, # ♦ � � �. i � � � ' � ENZIAN CONDOMINIUMS I .C.B.O CODE CHECK � r� � � SPECIAL COMMENTS: ;., 1 . One hour floor construction system: ,;:� Exhibit "A", Letter of Approval . :� � 2. Precast fireplace box: Exhibit "B", Letter of Approval . �� 3• West wall of Building "B" ond the west balcon rai ' ;� �G n, rrom west ro line will have o en n S ��ngs, which are less than p �m' � p g per Sec. 2003 (b) and '� non-combustible wood railing per Sec. 171p, �� 4. Wet stand i e and dr , P p y standpiPe requirements for partial areas on fourth floor � levels served by interior unit stairs may be reached within allowable distances r from third floor standpipe outlets. This arran gement has been reviewed and � accepted by the Vail Building Department. Wet standpipe outlets at parking level has been omitted per�approval by the Vail Building Department similar to Paragraph in Exhibit A . 5. Two individual separated F-1 occupancy areas of less than 3,000 sq, ft. each have met the requirements of Section 505 (d) Exception: 3. Per review by the Vail Building Department. 6. Fiberglas shower stalls and enclosures will be approved by Vail Building Department prior to instdllation. 7. Mechanical ventilation of more than five air changes per hour has been pro- vided for all baths. 8. The kitchen arrangement and requirement for natural light per Section 1305 (a) has been �PViewo�l cr.�► arprr:�e� ti., �.t;� �i :� R •i,�• _ .. _ j :�w�� iii��..:iiy v�N�aii�i:Ciii. —_. �_ ._ --�. 90 Stone veneer shall be attached to concrete block masonry per Section 2412 (2), 10. All exterior doors unless otherwise noted are 1-3/4" solid core wood with sizes shown on Plan. 11 . All hardware shall conform to Chapter 33. 12. Mechanical ventilation of garages complies with Section 1105. � . t � � � � vJ,�j ` �/'i (/ „ � � ../-,�� v� _,d,A�/y�.c, -�'Z-�t / :$ V A� / , ' �2'�� ,� � �c�x GZ/t�' CiC.�frc�t>� �.�, C9'y(, �-62�c�'Ls'�- " ' f'c�.�1�c.�t�i , � " c Z-' � � . . �� ,_ � �� -y�. �-�� _ 4 � � �,' �� ^ � �� '' - �Q �� N� �� `��I��'/ri�. �� l� �, j 5.: a:+' k; z�` �/ � �f[� , • /�:iiv , �tflft�� , , ��.� �� ti�� `1� � �►� t.� ��' 3 ��,. �" ' - �,� � � �y � '. � , R � � FRAMING IMPORTANT: The dimensions of Emphas!s Bath-Shower Modules make `` AN D it impossible for them to pass through standard residential door openings. It is therefore necessary to have the INSTALLATION units in the installatio�i area before framing of the room is completed. I N ST R U CT I O N S �f necessary, enough studs may tem- porarily be omitted fr�m one wall to F � permit moving unit into place. O EMPHAS!S DIMENSIONS EMPHAS!S (Tolerance -� 0, — �/s") � F I B E RG LAS S MODEL NO. HEIGHT LENGTH DEPTH 7359-R/7359-L 73'/." 59'/," 35" BAT H-S H O W E R 7310/7330 �4�,z-- 473I4�� 35'/z„ 74'/�" 36" 35'/:" MODULES PLANNING 1. Be sure to provide an access panel in the wall at the MODELS 7359-R 7359-L drain end of the tub. If plumbing is adjacent to a masonry wall or firewall, provide a separate plumbing BATH-SHOWER MODULE wall 6" from the masonry wall. (See Fig. 1.) When installation is against,masonry walls, install furring as +�"" shown. MODELS 7310/7320/7330 2. Modules are 35 to 35Yz" deep (4" to 5" more from SHOW ER MODULE apron to back wall than most tubsl.This must be con- sidered when locating supply lines and drains tor ad- jacent toilets or lavatories to provide necessary clear- ances. ' � : •p' oo ' ,� ,.,o p. •° ,p' V.� �i. - b'o� �� .o-.�.�•':-,.��e;Ip. O�' :;�0�_., O:..roO, p. _�•�' '•p o� b`:'• AeOt'�' °O. `.e 6,p;o�"o•��0;�°• .op 'Qv,p - -�.�-.�g�, p.'�o°o;. .Drr� o i , � o.• 'O e ,O �Oo.- Q.oe_. . : oo•, o . . e : '- D OQ- .. �-�,. � ,p• �G• . �•�° ��'.t. •o •d'. �'_.Ae 4 •.��O•.��O:O�'o��0 � �!. O• ��0:�. ii o:ao:,: , j �aoo.o� I 'O4:�'e i � 6 Qo".oa ( O �a o° I -�`•: �� i �044. � � �o�a e � �• :ti.,o. � � � �'p O.. 'o Q�.°•� Fig.1 � `� ' 3. One piece construction of units prevents making con- FRAMING nections of drain and overflow by reaching over end of tub. It is suggested that access should be provided Mnx�MUM to these connections during the ptanning stage. �-36v° pRMMNS oN� LINE� ./' a. Units installed on a slab at the corner of outside walls should be connected at the accessible end if � i ' possible. If not, access to connections must be I I provided. \ � �� b. Units installed on a slab, back to back, against out- I � � I 8 I 3s��z�� — - - side walls require access to connections or conneo Mnx�MUM tions at accessible end of at least one unit in wood `RA"'�"c i DIMENSION � �- 8 '18/e partitions and both unitswith masonry or fire-rated I /� \ I� partitions. � � \ � i I c. Units installed on a slab in a cluster of 4, back to I back and end to end require a ptumbing wall with F--3o --� sufficient clearance to provide access to plumbing MODEL 7310 connections. With masonry or fire-rated party wall Fig.4 construction provide access through a separate Mnx�MUM plumbing wall or make connections at the accessible �--4a pRME'NSION� —LINE� end. ----- ----- d. Units installed on the floor over a basement or crawl , I space can be connected at either end because of i i accessibility from beiow. "`�° � I � 8„ e. Drain pipe for shower units must extend 5/8"above sub floor, centered in a 4Yz"dia. hole cut in the sub ' -�MA`XZIMUM 8"FRAMING floor. In slab floors a pocket 4Yz"dia. by lYz"deep I Zq�� DIMENSION is necessary for drain connections (See Fig. 2 and I I Fig. 3.) • If a fire-rated wall is specified,the finished fire-rated � � wall boards must be in place before units are install- �.--42"—� � ed.Nailing flanges may be capped with a metal mold- Pictured Above 7320 Left ing with an additional layer of wall board. Fig.5 Also Available 7320 Right MAXIMUM DRAIN INSTALUTION(For Shower Only) STUD 60'�FRAMING LINE DIMENSION WOOD � —�--- ---�— — — ---- i � �� 5ja,� i ' -.�— �i�1i �� 171/z�. � T T I � 8.. 354z'" i - MAXIMUM FRAMING DIMENSION� 6� �� I I � i q�,1. � I Fig.2 �►--544z" DOOR OPENING —� Pictured Above 7359 Right � Fig.6 � CONCRETE Also Available 7359 Left ,8.. 1. Square and plumb a framed recess pocket accord- o , ,p, ,o a. �: � ing to the rough-in dimensions for the proper model °. • � -a�o � .°a,. illustrated above. pe �� :Qo'; �• .� "'�" As an altemate, complete framing of back wall and o;o;�°O4; °o�o° plumbing wall. Frame out opposite end wall but do � '04:• -..o,'o o.•�.a � a not nail in place until unit is in position. :.��o: :.�. e o.p .b o 2. Rough in supply lines but do not strap. Locate and provide for drain and trap as shown on dimension 4��z �i See Shower Droin Installation Details Above lParagraph 3e1 drawings above. If access to connections IS limited, use soft copper tubing between supply lines and Fig.3 valves to permit easier positioning of valves. . # . � INSTALLATION 2, From the face of the unit drill or cut these holes to the � required size. Use a wood-cutting flat spade bit or hole saw. For multiple installations where rough plumbing is ac- curately located, a template for all pilot holes can be prepared and used from either the front or back of the unit. 3. Position unit in recess by aligning lower edge of apron in approximate position and tilting back into place. Shim until apron is at proper height for flooring o material specified. Shim between ribs on bottom until there is contact between floor and tub bottom. Unit may be placed in position through an open end wall or side of the pocket if necessary. Fig.7 . / . — , a ' � �'` Fig.8 Fig.10 4. For tub/shower units install nipple and waste and over- flow tee in drain line. Install waste and overflow fittings iin the precut openings in the Emphas!s unit. Tighten coupling units on waste and overflow lines. SPADE BIT For shower modules osition the unit �,�,ol,,z p squarely on the b sub floor or slab,over the drain pipe extension. .��:� 5. (If an end wall was left unframed, complete it at this �� point.) Plumb and level, shimming unit if necessary. , Secure nailing flanges to studs with large-head galvan- i ized No. 6 nails 8" on center vertically and to all studs / horizontally. Drain for shower modules should then be caulked, O leaded, plugged and tested. (See Fig. 11.) I � DRAIN INSTALLATION DETAIL(For Show�r Only) / '\` / SEAL TO MEE1 LOCAL CODES p�9.g SHOWER F100R SHOWER DRAIN FITTING 1. Accurately layoutthe location of holes for mixing valve RuaeER cnsKEr� _� (plus tub filler for models 7359-R/7359-L) on the back FIBER GASKET-► �00R of the Emphas!s unit. Also mark position of hole for "uT shower arm. �Eao To roa oF � Working from the badc of the unit drill '/4"pilot holes N�PP�E—TAMP CAREFULLY 2t 2I I IOCBLIOf15. Z„�P S DRAIN PIPE TAMP OAKUM TO � S✓e"DEPTH � 4yz"0.MIN. HOLE IN SUBFLOOR FIg.11 '� � ' MIN.4z--GYPSUM WARRANTY WALL BOARO 2x 4 FRAMING Emphas!s Unlimited warrants to the purchaser-for-use of a +� � one piece,seamless combination bathtub-shower enclosure f Vi"fURRING and/or shower enclosure manufactured by or for Emphas!s NoT�ess T►+nN�° M� of fiberglass reinforced polyester resin(herein called"Unit") e'" that it will,free of charge,repair or exchange,at its option, any Unit reported to Emphas!s and found to be defective \�� in material or workmanship upon inspection by an author- ;� LARGE HEAD ized representaLive of Emphas!s within a period of two (2) 6D GAIVANIZED years from th'e date of initial installation of the Unit by a BOX NAIL builder or plumber. INSTALL WALL BOARD � This warranty is non-transferable and shall be voided if HOR120NTALLY FACTORY EDGE WATER RESISTANT the Unit is moved from its place of initial installation or is (PAPERBOUND) SEALER BETWEEN f10L installed in accordance with instructions supplied by �WN NAILING FLANGE AND PAPER80UND the manufacturer of the Unit. Further,this warranty does EDGE OF not apply: if the Unit has been subjected to accident,abuse, GYPSUM BOARD NOT LESS THAN Ni" I misuse, damage caused by flood, fire or act of God: or if F�9,12 the Unit or the plumbing fixtures used in connection with the Unit are not installed in compliance with local codes 6. Apply furring strips, minimum thickness 1/8"to studs and ordinances. Emphas!s shall not be responsible for any as shown. Apply water resistant sealer to horizontal expense or removal, transportation or installation of the nailing flange surfaces. Apply wall board horizon- Unit or any replacement thereof. tally with factory edge (paper bound) '/4" above horizontal finished surface of nailing flange, extend- Emphas!s' warranty obligations are limited to those set ing to at least one stud beyond unit (See Fig. 121. forth herein, and no other obligations, expressed or im- Vertical nailing flanges should be furred and wall plied,are assumed by Emphas!s Unlimited. board embedded in sealing compound. Mud, tape Emphas!s Units are manufactured of high quality fiberglass and finish true and level. reinforced polyester resins and conform to the standards For plaster walls apply lath on furring as above. set forth in USAS Z 124.1-1967. Plaster surface true and level. '� �� y� ��P"�� "i Caulk all openings around valves and outlets with water resistant sealer. 7. Install plumbing fittings. A three inch wide wood strip is molded into the unit for a towel bar support. (See Fig. 13) If towel bar, grab bar or other acces- sories are to be located elsewhere, bolt in place with wood back-up reinforcement before placing cove unit in position. Install tub/shower enclosures or shower curtain rods with self-tapping screws. 8. Remove protective liner and clean up as required with liquid detergent and warm water. Avoid using abrasive cleaners. Replace liner to protect unit dur- ing completion of the dwelling. �„ --1�1— � Emphasis, Inc. 1145 W. MILITARY FREMONT, NEBRASKA 68025 402-727-5100 �, FIy.13 COMPLIES WITH USAS 124.1-1967 and USAS 124.2-1967 AND WITH CS-221-59 AND GS-222-59 � � � � [ ry � _ � k i,r�`,�.�1��t . si'','/—�'-i. r �p� `�u% �� State ot Vyiscon�in \ DEPARTMENT OF HEALTH AND SOCIAL SERVICES k.�� -�•.�. DIVISION OF HEALTH MAIL AODRESS' P. O. 80X 309 MADISOH, WISCONSIN 79701 September 7� 19�1. IN REPLY PLEASE REFER T0: � SECTION OF P�,UMOING AND RELATED SEP.VICES Mr. Rabert R. Lat-fot�e, Sales rianager Enphasis Unlimited - 1806 North 13th Street Omaha, Nebraska 63110 Dear Sir: Re: Gel-Coated Glass-Fiber Reinforced Polqester Resin Bathtub and/or Shower Fixtures Approval: Experinental Based on Section H b2.015 Wis. Adm. Code Application: Section H 62.12 Authorization for the installation of tlodel Nos. 7359-R and 7359-L bath and shower modules and Model Nos. 7310, 7320 and 7330 stiower units manufactured by Emphasis Unlir.iited, 1806 North 13th Street, Omaha, Nebrasl:a 68110, will be accepted for use in the State of Wisconsin when in accord with the follo��ing requisites. 1. The whalesaler or product supplier is to inforr.i the Section of Plumbing and P.elated Services, Division of Health, of the r.an� azd address of th.� plunber-purchaser of each uni.t sold and the u�odel nu�ber thereof. 2. The plumber-installer is to notify the Section of Plumbing and Related Services, Division of Health, as to the location of each iiiS�ni�u�l.�ii i,tS�c� �rt2 r�ame Of �t'lG OTJIlz-'� PliiCR3Sli1�' �ilZ llrilC dT1Ci CC1E model number installed. 3. All units are to be installed in compliance witli all pertinent requisites of the ��'isconsin State Plumbinb Code, other state agency rules ar.d!cr local Ylu�:.bing ordinances. 4. All units s'�all conform to A.N.S.I. Sta��dard Z124.1-1967 for "Gel-Coated Giass-Fiber Reinforced Polysster Resin Bath Units" and A.N.S,I. Z124��-t967 for "^el-Coated Glass-Fiber Reinforced Polyester Resin Shower :.e�•.eptor and Sho��er Stall Units. ' 5. The units :h�tl have a minimurr� of 25 percent fiberglass content. 1 � � . ✓I ,,� " , - 7 r � � 1 ` , � Mr. Robert R. LaPlotte Page 2 September 7, 1971 6. All none�:posed areas, those not gel-coated, shall have an outer coating of self-extin��ishing resin at least 3/32 oF an inch in thickness or sha:l be constructed entirely of self-estinguishin� resin. The resin shall be rated self-extinguishing acording to A.S.T.Pf. D635 - 6�3. Domes or ceilin�s shall r�eet the same specifications. If urethane foan, wood or other materials are used for structure stability or sound deadening, the material used shall also be completely enclosed with self-eYtinguishing resin. If a foaM is used, it shall meet A.S.T.M. D1692 - 68 rating as self-extinguishing. 7. These units shall be ider.tifie:: as required in Section fi 62.i5 (2) o� the Wisconsin Administrative Code, "Labeling. Each len�th of pipe, fittin�, LT3�i fi�t��re, ar� ��vic� used in piun'oing or draiiiage system, siiall be stamped or indelibly �arked with the weight, or quality thereof, and the maker's marl: or name." 8. All units used for public use shall be adequately reinforced for the securing of grab bars and recessed soap fi:�tures as prescribed and approved by the architect. Periodic inspections will be made by the State Plumbing Section for the purpose of obtaining pertinent data. In grantin� this experimental approval, the Division of Health does not hold itself liable for any defect in construction or for any dar�age that may result from the installation of this improvement and reserves the right to order changes or additions should conditions arise Makin� this necessary. Use of this letter or any facsinile thereof for advertising purposes is prohibited. Any deviation from the installation stipulations contained herein shall be justification for withdra��al of the ex�erimental approval. By order of George I�. Handy, i�1.D. , State Health Officer. Sincerely, �i � _�- C,rs•<-�ww� L-�' -��-q� ames A. Sargent � I Chief J JAS:lvn ' cc: Mr. Dan 21� �]��ee Fieldmen . . 4 wrM � t h u es B h o o a oe DESIGNED TO PLEASE TODAY AND FOR YEARS TO COME • • � • • • • w • � �� i2 i' � � � ��'�� 1 �, � � � � � ��, � � �� s�° �-- � 54�� "� �� i I _ _41"� I�� 66" 74„ � ` 75" 56/x I I i 66'Fi° I � � _� � ' \ � � ��—�� i / II '� � 0 / � �f�� j ��—�� 15 � � � � I O 35„ �` � 34'/z� ��- � �� 35� , ,59'/e� � � 47'�� / l *Standard- � � -� � Optional to 20° � � � Tub-Shower No. 7359-L. (No. 7359-R.) Shower No. 7310 Shower No. 7320-L. (No. 7320-R.) WIDE CHOICE OF COLORS SHOWER DOORS AVAILABLE All Kohler colors and all American Standard colors readily available. Custom-made shower doors are available for all three units. Infor- Any other special colors available for six weeks delivery. Minimum mation available upon request. special color order: five. RENEWABLE SURFACE ECONOMICAL INSTALLATION COST Should damage ever occur to the surface of your EMPHAS!S fiber- Because EMPHAS!S modules are of molded, one-piece construc- glass module, you won't have to repiace the whole unit. In most tion, installation is faster, lower in cost. The units eliminate many instances, the damage can be repaired and made to look new, costly manhours for installation of plaster, paneling, or tiles. without removal of the unit! LOW MAINTENANCE COSTS INSULATED COMFORT EMPHAS!S fiberglass units are strong, smooth, seamless. They're EMPHAS!S fiberglass always feels warmer. Helps take the shivers a breeze to clean and maintain. Motels and hotels like them be- out of cold baths and showers. Bath tub water stays warmer longer cause they reduce the daily overhead for cleaning to an absolute because the fiberglass serves as an insulator. minimum. No call backs to replace loose tiles or grouting. LOVED BY HOMEMAKERS LONG SERVICE Considering all the advantages, the lady of the house is the one The high quality fiberglass used in EMPHAS!S Bath and Shower who will appreciate an EMPHAS!S Bathing Module the most! It Modules is the same material as used in expensive automobiles and will save her cleaning time, yet always look bright and new. EM- boats. It is strong (no cracking or peeling),and will give long-term PHAS!S fiberglass modules are a wise choise of modern service in homes, apartments and motels. homemakers. +:��.::.�1--�'..:r��-:�...�C�.,�--�•"..:'`�„�' �,�'.�:""....r��'��.. �;� �:.^^.>:�::1_ ,,,,��" ..� �.N�:. '";`"� -... :�-- : �. -., -r. .H- .. ....v.,-.: ..�.. .. «.,.. .��.,. ..�... '�.` {°?�� OUR WARRANTY ASSURES YOUR SATISFACTION ��s� ��4 EMPHAS'S MCORPORATED warrants to the purchaser-for-use of a accident,abuse,misuse,damage caused by flood,tire or act of God: �� one piece,seamless combination bathtub-shower enclosure and/or or if the Unit or the plumbing fixtures used in connection wi[h the Unit shower enclosure manufactured by or for EMPHAS!S of fiberglass are not installed in compliance with local codes and ordinances. '`y�. �� reinforced potyester resm(herein called�'UniY�)that it will.free ot EMPHAS!S shall not be responsible foranyexpense or removal,trans- �(�{ 'j charge, repair or exchange,at its option,any Unit reported to EM- portation or installation ot the Unit or any replacement thereof. �� PHAS!S and found to be defective in material or workmanship upon �Z�� ' �� inspection by an authorized representative of EMPHASIS within a EMPHAS!S'warranty obligations are iimited to those set forth herein, ''" �� period of three(3)years from the date of initial installation of the and no other obligations, expressed or implied, are assumed by �Sy� Unit by a builder or plumber. EMPHAS!S UNLIMITED. nr. �f) This warranty is non-transferable and shall be voided if the Unit is ' ��i� as moved irom its place of initial installation or is not installed in accord- EMPHAS S Units are manufactured of high quality fiberglass rein- �r �� ance with instructions supplied by the manufacturer of the Unit.Fur- forced polyester resins and conform to the standards set forth in USAS �-iy: ther,this warranty does not apply:if the Unit has been subjected to Z 724.1-1967. f£�s� FHA MATERIALS r��3...,.; . .w» ^.�.� -�u»- .�.�.�^ . .: ...:„„. . ,- .,.:.,.,,,. ,._:. „�.�„.,:.�..�„. ..r,,,, ,,.✓,,,,,,,, ;...,,,,,,,, ,�,. °�lY 'a7"'.rx"�•.. :��,..w�.v. . � �e"' .w. . . «•w...- : _ :. RELEASE N0.765 �:w...�:��rr.'•...„ .. "�k�^""'....a..,��. ,.. ��... .'. :.. :�. .'.�C. :. ... :. ., .�c„ . ., „ . EMPHAS!S FIBERGLASS BATH AND SHOWER MODULES ARE PRODUCTS OF EMPHAS!S, INC. 1145 WEST MILITARY, FREMONT, NEBRASKA 68025 • TELEPHONE (402) 727-5100 . � , ��' �'��, �� '��,� �� ,:� � , � �� . . .. 1 � � 11 � 1 � � 11 � � � � -��",<_ r�, �� r �� . ,/1` , �, � ry4,x � � � �� ` ' a � ' .>,� .'�;:� � � . A.4mc: ��... �� ^ d'� S� �1 � �`� ��+9?�C�_'n'z §.` 5 � • ' �+ �� • ,/§ '�..� " � ' � ' � ' � • j/��. ► ... _.. s :ti � 3 y,�# . � �?�'�� 3'�`§'�� . • t* �� ' � � r� F� • • �P . � ,,,' . � 1� ' �, 1 � � : ��A,`�. � :.� ..r *M� � _ / .�. � � � � � i�i � , � ��'�'��'�'�'��.'.'■ ' • , � � � � � 1 � � � � 1 � � �� - ' � � � � . � r � _ . . , . — � , . � . . �� — � m , . . . � ... _ . µ� .F - . _ a ._ _ , � : . � . _ . , . • . . _ � � � �s . � �... � � • . ■ � � � � � � _�:W�.� � ,.,�� ► � �{ �; T ■ ■- ■ f , • � d�'e �IRM,�� , t,�' __."—.. � • �. .a�. _,�� _�� ____� �_ ___ __ . . , ,,� ,�; • , �� . . • � � � �I� a.s.�.� E � � , �. �►1 , - �� . , , $. . �: � �� . . :�.. . • ��:: . .� u , , . � . �� y � �: � � -� . � � ��►/ . � � � � � >�- � � �� , . I 4 _ �° � .;� �, �� /I1` : � � � �� ` � � , � ' �� _� , � � � � � ��'� �,��,��i � - � � . _ _ � CREATIVE FABRICATOR� OF F� � � � 1806 NORTH 13TH STREET • OMAHA, NEBRASKA 68110 • TELEPHONE (402) 346-6632 �- August, 1971 To whom it may concern: Attached you will find a copy of the latest test results on our Ba.th and Shower Bays. As you can see it either meets or exceeds the standards set forth in ANS1 Z124.1 - 1967 Section 3 & �+. Our Bath and Showers are tested on a regular basis to ensure you a quality product. Anything we can do to make sure this standard is kept will be done. If there are any questions pertaining to this test results, please feel free to call us. Sincerely, �. � Robert R. LaMotte Director of Sales RRL/sd cc: RWO A DIVISION OF EATON META� PRODUCTS CORP. . . � � � . . .��...� . '. �1 ' - `�,', �� I NEBRASKA TESTIidG LABORATORIES, IVC. �ATA SUt4i�lAP,Y SNEET � � FOR - �\� GEL-00.'�TED GLASS-FiBER REIyFORCED °OLYESTER RESIi� BATHTUB UNIT e: 7EST METHOD: A�P�SIS4DIVISI067 EAT0�o�1ETAL CO��IPANY , . MANUFACTU�ER. E. . . DATE TEST��: 8-71 � NTL JOB NG.: 215-71 , . � " 3. WORKt��4iVSHIP & FINISH � �- � f . � • N 3.1 UNIT PREPARA7IOid`. Tne unit Yras installed according to manufacturer's E lnstructions, tnen �;.asned with standard liquid 6 deterge��t and �dried. R 3.3 SURFACE 7EST 1 � A 3.3.1 INK TEST ! 5 3,3.2 PERFOR��IAidCE: Tne unit is frea from cracks, c�iipped areFs, blisters, and surface porosity. K q 3.4 SUB-SURFACE T�ST F ' 3.4.1 STA;�DARt� DIRT TEST , � � 3.4.2 PERFOR��IA'��Ct: • i T � E Area auove rim: No visiole voids. + - Area belovi rim: ido vis�ble voids. { S ► j j 4. STRUCTURAL INTEGRITY OF C0I�IPLETE UidITS E � 4.1 UNIT PREPARPTIO��: Load tes ts 4�ere conducted on a compl ete ful l si ze i N unit installed accerding to manufacturer's directic.��. k G � � 4.2 DRAIN FITTING CO��i�ECTIO�d: � � 4.2.1 LOAO TcST - �0 To, on end of 2 ft. lever ar��. 4,2.2 PERFOR.'-1�;�CE: ?h� unit is free from cracks, and visible _voids. i • A , � 4.3 LOADS OV R.;•1 & EOTTO,� � ' � �.3.1 LORD TESi - 300 lbs . on 3 incn diameter disk. � O . 4.3.2 PER�OR��WiJi,�: ' R : A LOCA7ION OF LOAD CRACKS �7E�LECTIO�d SPEC R6SIDUAL D. SPEC. �- l/4 BOTT0��1 �ONE O.OaS" O.I50" I�1X �.00�" �.008" j � 1/2 BOTT0;�1 NOi�� 0.1�19" 0.150° �-laX 0.000" �.008" � 3/4 607T0��1 yOyE 0.101 " 0.150" ��IAX 0_OJ�" 0_OJ3" � � END RI��1 NO�JE �VOT -------- _, ------ ' R CENTER RTM NaNE �PPLICABLF.---------- ---- • � ; � . , E 4.4 L0�C�; ��V U�'JSUr,'ORTED AREAS ' 4.n.' L'?AD TES� - 10 1�. on 1" d�� meter r��i '/2" radius en�. C ' ' S 4.4.;. PERFO°�1��dCE: LOAD LOC�'TTi'' CP.AC�S QEFL`�T��;'; ' °` ` FOOT NONF O.OSo' C. �25'� HtAG � �Oiv� 0.070'' �/4 S1Gt Nu►�!E 0.038" . 1/2 SIOE i�'��JF 0.059" I 4.5 AREA :i•;PE�.�T LG,�D 0�� IiVTEGRITY �li1i l .�.�lt�ci;;i�l;.i ` 4.5.1 ic.:T - 5" d�ameter-lu �b, Sa��d ,ac�-�: .f;:, radius � � . � � r . . ,as •, ' . `�' ' :�x„ `''� ��^';� "�''' , . ,�, j1E' .;',a_ .x� . . .. , _. . . ...�.� . �`.'�d. .�!791Y..:.'�'--t+.+...•¢,..,.l.' -.r...._ _...v. . .+r .�.i..a:i� ` � — . '. ' ' � � . � ,, , �� j' _ , . i �` 4:5.2 PERFOR,'�P+�CE: None ; Lctcation-4 ft. above bottom . • • • __� �'� !_ _.��d-point �e��veen framing mem�ers ; � None , .. T . . - • � • • • t center of uni t . . • . .� " hlid-pointWailseand1 therfirst framing , , � adjacent , None ; , . . . , , . . • , , mem�er . . • • • • , j 1 � -- i 4.6 POINT IP�iPACT LOADS � N 1 TEST - 1 1/2" incn diameter, 1/2 pound, 36" & 24" drop 4.6. E 4.6.2 PERFORI�'�AidCE: �RpCKS B LOCATION HEIGH7 OF FALL � R 36" NOr�E ` R BOTTOi�1 1/3 35„ NOyE i ` B07TOi�1 2/3 36" NONE S 0(JTSIDE R?i�t 24„ NONE �( HEAO BOT i Oi'1 C l:�'J c 24„ NONE � A FOOT BOTTOi�1 CURVt 24„ {�ONE . COR�JER RIi�1 ' I � . . � � T , . E S � . , . . T 1 � � N � t • G . , � . f , � . L • ; - A • i ; B , , k � . � R f �1 � T . '� O � R ; 1 � E S � . , � _ ...�.... . . _ ..,. ..�....�_ .�..�...�._ _.__� . ......_ _ .� �... ..e� I NEBR SKF1 TESTING LABUKAIUK1�Ji �i��• ' � DATA SUMi�IARY SHEET � �� ,� � FOR � '�� GEL-COATED GLASS-FIBER REINFORGED POLYESTER RESI�J S!icETS 1��'-. � TEST t�ETHOL': ANS1 � 124.1-1967 SECTIOi� 5(Batntub units) il ;�!W`�UFA�iURER: EMPHASIS U;VLIMITED � DATE TESTED: FEBRUARY 1972 � NTL JQB N0. 215-71 I SAMPLE IQE(JTIFICATION: 0.30" SHEET �, PHYSICAL CHARACTERISTICS OF ��ATERIALS N 5.1 WATER RESISTa'VCE E 5.1 .1 TEST �4ETHOD: 9 Sample exposed i00�- 1/2 hour to boiling distill�d water � B . 5.1 .2 PERFORMA�'VCE: : R . A WATER RESISTa�CE RATIEdG S TYPE DEFECT SAMPLE SPECIFICaTIOi� .� � p 4 MAX. _ A BLISTERS , COLOR CHANGE 1 4 MAX. + T 4 f�1AX. ° � FIBER PRO��IIWENCE CHAtdGE � � S CRACKS 0 � ��IAX. ' � T 4 MAX. � � I.OSS OF VISIQLE GLOSS � , 9 t�AX. ! N TOTAL � � i G . ' ' 5,2 WATEP. ABSORPTIO� � 5.2.1 TEST b1ETH00: Weignt increase afte'r 24 hours in water , � 5,2.2 PERFOR"�At�CE; Pass � � � A SA[�1PLE SPECIFICATIOi� ' � 8 - ; . O ABSORPTION ,� 0.22 0.5 h1AX. ; � R A 5.3 COLORFASTtiESS 5.3.1 TEST METNOD: 200 nours under Xenon-arc ultraviolet 7 5.3.2 PERFORMANCE: Pass No apparent chan�a in color of specim�n O when compared with tne control specimen R � 5.4 STAIi� RESISTAiVCt 5.4.1 TEST ME�fHOD: Staih sam�le wit�� various regents and � measure degee of dif�iculty in removing 5 stain 5.4.2 PtRFORi�IA+`JCE: Pass STAIN RESISTa`!CE RATIiVG Ai�D % P.�DUCTIOi� uEL-COAT TNICfG�ESS � s ' r � ! • + �. � COVEREQ UNCOVERED SPECIFICATIO�� REAGEi�T 2 � 2 i f 5 , � � BLACK CRAYOy 3 . 2 (25%) ; � �� BLACK LIQUID SHOE POLISH 3 Max. toss �� BLUE WASHABL� If�K 3 3 in Gel-coat Gc�VTIAN VIOLET POLUTIQ� 4 2 2 Thickness LIPSTICK (RED) 4 • 3 �I: HAIR DYE (BROWi�) 3 � IODINE SOLUTION , 5 �tIN. 4 3 , ' �:� IODINE SOLUTIOi'� , 30 MIN. 4 i' IUDINE SOLUTION , 4 HOURS 4 3 I' IODI�E SOLUTION. 16 HOURS 4 3 . 61 70 t4AX. TOTAL N 5.5 CLEAi�ABILITY A(�D WEAR � 5.5.1 SPECIt�IEN PREPAQATION: Specimen cut to si ze and affi xed to stainless steel "plates B A brasive slurry, hog.bristle ; 5.5.2 TEST t�1ETHOD: � brush, 60 cycle p°r m�nute wear tester. Stop if Gel-coat tiaears � � A through or maxirrram of 10,000 cycles � $ 5.5.3 CLEARABILITY TEST: • t�teasure the wnite-lignt reflectance � � of th� scrubbed specir�en v��ith a high-sensitivity color difference meter � A usin� 1/2 incf� instrument aperture befora and after applications of � , -� standard dirt and standard deterg°nt � � Pass S 5.5.4 PERFORMA�^�CE: The test sample sf�owed no wear A• ��AR� �1-coat after 10,000 ; 7 througn the g.. scrub cycles � � B. CLEA�ABILITY: The average absolute loss of white � N light reflectance was greater than � 2%. Upon additional cleaning with G the abrasive slurry, the average absolute loss of �vi�ite light � refl�ctance �vas 1 .4� A B O R A 7 - O - . � ( � � S ..�........._ _._ _._, _ _...u_ _�..�.. . , �__.. . ., . _ _. ,. _ . , :�� . � �� I � � f November 28, 1972 � I �lessrs . Jim Hanson and Louis Jordan ' Enaian at Vail Vail , Colorado Centlamen : I� i Please acivise thls offlce who yaur on-site inspec}or will I be . As of this d�te , we have received no inspection � reporfis #or yaur project. I Also, pleasa have your �; lumbing �nd rnechanical contractors obtain permits . If you hava any quesfiions �ertainin� to the above items , I pleasP tael free to contact fihe Buildin� Departmant. Yours tr� ly , T04ltJ OF VA I L Jerry L . 4ldrich E3uilding Official dt ; I i � .� . . � . . ... � . . . .-. November 27, 1972 Mr. Jack D. H�ckey Mural Stone Ind., Inc. 4500 South Federai Engtowood, Colorado 80110 Re: Enzian Condominium: at Vail Dear Sir: Received your brochures deacribing pre-catt flr�plac4 flreboxes cnd dlscussed the possibility with Jerry Aldrich, Vail Buiiding Inapector. He requested information regording the entrapment of air in the con- c�ete and specffic approvals that have been granted by Code author- tties. Would you contact Jerry �egarding the possible acceptanc• of thi: product? Otherwlse, we wf11 not be able !o give it serious conaider- ation. Yours truly, Edward A. De Vilbiu EAD/clm RNL cc: Jim Hansen � O � M Je�ry Aidrich U , , � � . � � . � Mater�a I s Te st on serv� g ce ?531 West 8 th Ave. Aiso: Di l ion, Longmont venver, Colo. 80204 825 -5261 Vail, Castle Rock MATERIALS REPORT for Hanson & Jordon TruCk Job No or I. D. 5 52-1 Ticket # Date Tested: 11/11�/72 Location: Enzian Lo�e & Condominiums Condo Walls — Unit B Mi x I.D. : 6 s�ck Sl ump: 1�" Ai r: Wt/Cu. Ft. : Yi el d: Water Temp. : Air Temp. : Concrete Temp. : Total Yards: Total Water: F A Moisture: Max. Agg, Size: Max. Size Load C.Y. : Weather: Time Batched: Time Placed: Time Tested: Spec. P.S.I, at 28 Days: Tested By: 7E5T CYLINDERS 552 (19--?:r j ��. Cylinder Dia. 2�7 Day Cylinder Dia. 2�14 Day Cylinder Di�t 2� 28jDa� 6.009 1573 6.012 2191 r� ,�, 5 . 3�� 6.007 15$$ 5. 9$$ 2231 �. .,�;;,� 31�3 Average: 15�1 2211 � 3^1�1�� ,u.�.��_a� REMARKS: P�:ountain P�iobile Cylinder4 by Jim Hansen Water Reducer: High :,arl f Poz�� `. REPORT TO: Hansen & Jordon Const. Co. Rodgers, Nagle, and Lan�;hart m Q • r ♦ �`' c� � � M November 8, 1972 w J W H o Jerry Aldrich � Vail Building Department o P. O. Box 100 J ° Vail, Colorado 81657 � w wRe: Enzian Condominiums and Lodge 0 w Dear Jerry, w � � W Enclosed is an unfinished set of drawings on the Lodge, and basic code ° calculations. The height, dimensions, areas, etc. are firm and will Q not be changed, Final drawings will be submitted to you for a plan Q check some time next month. 0 � T Regarding your letter of October 26, 1972, please note the following: z Item 1 . Detailed drawings on the fireplaces are forthcoming and will Qbe mailed to you within the next ten days. a Item 2. Refer to our separate letter dated today. ZItem 3. 2 hour required in the Lodge, 1 hour required in the Condo- W miniums, a Type III 1 hour building. Z Item 4. Will be provided. z Item 5. 2 hour in Lodge (presently are using all steel frame and may "' not have application}, 1 hour in Type III Condominiums. � Item 6. Lodge partitions will be 1 hour noncombustible throughout, R N �� Condominium partitions will be 1 hour combustible (Type Ill � construction}. � Item 7. Will be included in detail drawings to be submitted. a QW i I I be i n for another conference or two and wi I I see you soon. _ c� QYour truly, J � � \ Q � war A DeVilbiss cc: Hansen & Jordan � w c� 0 � J � • � ENZIAN LODGE Construction Requirem��its: Ex�erior n�,i-bearing walls may be 1 hour fire resistive noncombustible co��,trucfiion °xcept where less than 20' from west property line. Exterior non-bearing w�alls and portions thereof less than 20' from west property line (and not less than 3') may be of 2 hour fire resistive :ion•- combustible construction. Structural frame shall be protected by 2 nour fire resistiv� construction throughout. Where- ever the ceiling forms part of a fire assem�ly, the horizor�ta! structural members need not be individually fireproofed (Section 4303 (bl b.) except w'r�ere members supp�rt direct loads from more than one floor or roof. Shafts and stairs shal) havQ 2 hour rate� enc9osures. ♦ L . •. . ENZIAN LODGE November 7, 1972 Area of Building = 32, 179 sq.ft. Basic Code Provisions: Fire Zone No. 3 Group "H" Occupancy Type if Allowable Floor Area - Table 5-C Basic Allowable Area 22,5�J�� sq.ft. Increase for Fire Zone No. 3 7,50� sq.ft. Adjusted Allowable Area 30,000 sq.ft. Separatio;� on two sides (27.5' - 20') x 1 .25% = 9.375°l0 2 812.5 , Total Allowable Area = 32,812.5 sq.ft. Allowable Building Area x 2 of more than one story -�-2z��o�� Section 505 (b) b��b��-sq:ft. � s��` �`r'- �r� Detai l ed Requi reme�ts: Occupancy separation of parking level Group F, Division 1 req;�ires 3 nours, with materials and fire protection per Table 17-A. •• . M � � Novem er 8, 1972 � M O M J Mr. Jerry Aldrich � Vail Buiiding Department �Lc; EN�IA� o P. O. Box 100 � Vail, Colorado 81657 0 � ° Re: Enzian Lodge and Condominiums � W WDear Jerry, 0 W Regarding Item No. 3 in your letter of October 26, 1972, enclosed � are revised prints showing both the fire damner in the duct o�nening w in the south wall of the parking level of unit "B" and the '_B" label ° doors from the two parking levels into the open exterior stairway bet- Q ween. As we discussed in our meeting of October 11, these revisions a will allow us to apply Section 503 (d� Exception No. 3, and thus, � proceed with a 1 hour occupancy separation between the separated T parking levels and the "H" occupancies above. c� z QHowever, in the Lodge the 3 hour floor assembly similar to that pro- a posed in our letter of October 23, 1972 will be required. In our Ztelephone conversation, we discussed the need for 2 hour protection � for the structural floor system in addition to the floor assembly. ZAfter reviewing the problem, I would like to bring to your attention � $ection 4303 (b} 6. which indicates that the fire-resistive assembly z W may be used in lieu of the individual protection. At present we are � planning to provide t�r,o laxers Qf_,`�$" rated iqYpsum board as you pre- R N �� viously requested, and will proceed on this basis unless you inform us � otherwise. (Our alternate choice would be a 2"x4' lay-in rated � ceiling which, in most cases, may be alternately used in similar assem- ¢ blied.� � � Q � Your uly, Q i ' J J W ,i a E ward A. Ge il iss z � � � cc: Hansen & Jordan 0 � � � � � M � � M � November 6, 1972 W J W H N Mr. Ed Hammer � State Electrical Inspector ° Silverthorne, Colorado 80435 J � U W Re: Enzian Condominiums at Vail > z w ° Dear Sir: � W W � As we understand your ruling regarding where conduit and Romex o will respectively be required in the construction of the condominiums, Q Romex will be permitted in the individual condominiums from the � distribution panel in each unit as long as the building is fire resistive. a All other locations including primary runs will be in conduit. � � � The building construction is Type III, 1 hour, which requires 2 hour ? rated exterior bearing walls, with 1 hour rated interior wood stud Qnon-bearing partitions allowed in the individual units. J a Z Please advise this office if you are not in agreement with our assump- w tions. w z Z You uly, W � w . N �fQ � war . eVilbiss �-- _ � cc: J i m Hansen a Bi I I Petty � = Jerry Aldrich c� z g J W � Q Z � � W � � � I II � I � A ' 1 � � � - Mater�als Te tin Service � s g �;531 West 8th Ave. Also: Dillon, �ongmont Denver, Colo. 80204 S25 -5261 vai�, cast�e Rock MaTERIALS REPORT fo� Hansen & Jordon Const. Co. Truck � Ticket # � �ob rvo o� �. �. 552-1 � � Date Tested: 11/3/72 Location: Enzian I��e & Condominiums '��Valls — Condo. "A" Mix I.D. : Slump:3 2—4" Air: Wt/Cu. Ft. : Yield: ` � Water Temp. : Air Temp. : Concrete Temp. : � � Total Yards: Total Water: F A Moisture: Max. Agg. Size: Max. Size Load C.Y. : Weather: �. Time Batched: Time Placed: Time Tested: Spec. P.S.I. at 28 Days: 3000 Tested By: James J. Hansen TEST CYLINDERS 552 t�-3-1$� „�,M..�_....�. .�,��,.� � ,., Cylinder Dia. 2� 7 Day Cylinder Dia. 2r� 14 Day Cylinder Dia 2� 28 Day � ��*':3�Y.::>-:ac�nF 6 .000 14$$ 6 .oi�. zii9 �.00� zys4 5, 9$9 1505 6 .�10 20�7 6.0?.7 30�0 Average: 1497 2��3 :3�� REMARKS: REPORT TO: Hansen & Jordon Const. Co. Rodgers, �Tagle an� Langhart �` `!�� i I � I � OctobQr 26, 1972 � P1r. Ed DeVilbtss ` I RN L, i nc . � 1610 Ara�ahoe Denver, Colorado 802fl2 Subject: Ptan Check, reaised plans , Enzian at Vati Dear Ed: The revised drawincts for the above project have b�en checked in accordance wlth the f97� Uniform Building Code . The foilawina iter�s sh� ll bQ corr�cted by revise� pians or addendum: i . Show detail of fireplaca hearfih extendtng around o�ening - i I Secti on 37D(3 t ,j ) . i 2 . Three hour accupancy separatlon requirod between F- I and H occu�ancies in accordance with Tabto �-t3 . 3. Structural firame requires t�o hour fire-resistive protaction in accordance wtth Section 17ry2 . � 4 . Nandraiis ta return to waii at upper ends - S�ctian 3305 ti ) . 5 . fnterior bearinc� wal Is require two hour protection in accord- � �nce with Table i7-A . � 6 . Permananfi partitions require one hour noncarnbustihle corstruction ' in accordanc� wtfih T�ble 17-A . 7 . Show fireplac� venttnc . Shaft must be a mtnimur� two haur constr�ction . If you havc further quest' ions , or if we c�n be of assistancQ , please contact th ( s otfice . I Yours truly , , TOWN OF VAIL Jerry L . Aldrich BuiidlnC nfticial dt cc: Hansen 8 Jordan Constructian . . "� � • � ♦ "� � � � �+ � ° October 23, 1972 y�=�w� f,�� I � ' va�� p„' o Mr. Jerry Aldrich �_�'*� y � Vail Building Department �f �,,, J �"�9 � P. O. Box 100 ,l,��b�' ° Vai I, Colorado 81657 �' "' � �j�'� w 'z Dear Jerry, w 0 W Re: Enzian Lodge w � � W The floor and ceiling assembly separating the parking level from the ° building above requires a 3-hour rating. The system which we pro- Qvided in the Lodge South with the riblath used as a concrete from would Q be a possible hardship if resorted to on the Enzian Lodge because, in ° all likelihood, the foundations and floor bar joists will be placed yet T this fall and the open riblath would leave the parking level exposed to z the weather. z z � Thus, we are proposing to detail with 28 ga. metal decking as shown � in the enclosed copy of Design No. 53 - 3 hour as shown in the 1971 � UL details (not included in the 72 edition} . W W z z If required, we will use Vermiculite plaster as shown in this design. w However, we request permission to use the USG Avratone Firecode � 5/8" x 24" x 48" acoustical ceiling panels as shown in the current UL R N ��O � Design A 207 (with 3" thick concrete�. w � _ � � Q � � Q _ c� z Q J J W C.� Q Z � � W CJ O ¢ . � f � . Mr. Jerry Aldrich October 23, 1972 Page 2 As circumstances vary, UL has not specifically tested the approach which we propose, but due to the weather problem, we are request- ing an approval based on evidence that, in our opinion, we have provided an arrangement equal to the tested system. Yours truly, �' . ward A DeVilbiss EAD/clm cc: Hansen & Jordan Construction Company R N �nc � 4 _ ° � i '3 � � • �lK � y� ' � ��.hb�.`'�"'�"0`.. tj S.�{ � =y9 d�� "P�t - H` 4 r}�^4.� . 4 `. _ � '�� .� Y .. �'� } ' `7y T r �� fC ; rating .��' deacrlptifln abrind rafing r }„��-�.�� efative cast folder =r° le5t no. i-�ex �ornmanta reterence � � ' • " _ • - r � �,. � t��:-. , ! �:�� , �{'T, � ;�,r E . � 4 hrs. AURATONE FIRECODE%e"x24"x48"acoust cl �� , t �' t � �j (beam Susp Exp Grid Syst-clg interrupted-light fxta rot bn UL Des G206 �(� � 4 hrsJ 1%"THERMAFIBER min wool bd-2/��ancon cellular �Was 45-4 hr) qp See Sound Control stl flr to Products Folder for -- clg wt 1.2 44t clg SZatls STC values of I hrt. Metal Lath & Plaster-� �� various patterns b-1542 h cr chan 13" o.c. sus 3� -- � (bsam below beam-3.4F dm met lath& � '� p �'�� UL Des D401 ({� - -----.--____ 4 hra.) (Type S)plaster-Y'conc over fluted s��RUC cpg-��t 6 (Was 12-4 hr) - clg matls 1� b-1482 4 hra. Metal Lath&Plaster-3/.'�cr chan susp 7%"below deck /A y� ��+m 2"'below beam-3.4d dm met lath&5 ^' GA-NBS-33S �f� ----- -- 4 hrs,) perliteplasterbasecoat-' �e 100:3 gypsum ��°r eslfeiar sd ilr �z�USG acoustplaster-.�onc clg wt 7 N�A clg matls - 171 b-1482 • ��• - • � ? ,: . � -. .�,.. � � - ;�';'_ARiCil.�t� �� ;��3t' :,,y. �<� � � =��c� �„ ,�'� _ �,< �r�'#a. �� 3 hrs, ACOUSTONE 180 Fissured or MOTIF'D 3 •' U•�F` ' 1�' acoust tile on Concealed Z-S lirie S st/2/ZZ�onc deck U�Ues GUl! , �fj qp on riblath over bar joist P y 1 (was 96-3 hr) ta - clg wt 1.3 44 clg matls 3 hrs. AURATONE FIRECODE 5 �� 1� b-1552 (beam �� /s x24"x24"or 24'�Xqg��acoust UL Des D207 �f� j 9 g panels in Susp Exp Grid Syst-clg interrupted- ' See Sound Control 4 hrs•) light fixt prot by 1%" THERMAFIBER min wool bd- �Was 226-3 hr) qp - - Z%"conc on cellular stl flr over stl beam clg wt 1.2 to P�oducts Folder for clg matls STC values of 44t 52 various patterns b-1542 3 hrs. AURATONE FIRECODE%"x24"x48"acoust cl g Panels in _ - - 2Q (beam Susp�Exp Grid Syst-clg interrupted-light fixt rot UL Des A207 �fj --- - 5 hrs.) by 1/" THERMAFIBER min wool bd-Z/z"' cone on �Was 65-3 hr) q� See Sound Control cellular stl flr to Products folder for --- - clg wt 1.2 44t clg matls STC values of 3 hrs. AURATONE FIRECODE %'"x12"x12° acoust clg tile on UL Des A009 �f� , 52 various patterns b-1542 �1 --__ _--- (beem Concealed Z-Sp�ine Syst-clg interrupted-light fixt (was 59-3 hr) _�_ h�$•) prot b 1%" THERMAFIBER min wool bd-2 qp �e Sound Control on cellular stl flr �i"conc �o Products Folder for clg wt 1.2 44f clg matls STC values of 95 various patterns b-1542 3 hra. %a"IMPERIAL gypsum pl base Type X&veneer plaster UL Des G512 � 22 (beam ceiling-USG met fur chan 24"o.c,-pl base att with 1" (was 82-3 hr) �f� 3 hrs,) Type S screws 12" o,c,-jaints exp or taped-�/6�� IMPERIAL plaster-3"conc on tiblath over bar joist � cl matls Spacing of furring --__.. clg wt 4 N�A g channel at 16°o.c. 3 hrs. 65 recommended a-1142 23 si6" SHEETROCK FIRECODE "C" gypsum panels-USG UL Des G512 �t� (beam met fur chan 24"o.c.-panels att with 1"Type S screws (was 82-3 hr) 3 hrs,) 12"o.c.-joints exp or fin-3'conc on riblath over bar joist , --- _ 'clg wt 3 N/A ��g S atls 3 hrs. Metal Lath&Plaster-3 '� 8 a-1202 2Q /. cr chan susp 15%2"below deck (beam 8 3%" below beam-3.4' S � UL Des A403 �f� -- __. �hrs.) STRUCTO-LITE (7yPe R� dm met lath & /a (was 11-3 hr) cellular stl tlr � plaster-2" conc over -- clg wt 5 N/A cIB matls — 1� b-1482 �� 3hrs. MmeYlath &Pjestneat3/wodcfberurredorsusp-3.4i%dm BMS-92tab1e43 (() ------- conc on riblath over bar joist gyPsum plaster-2/Z" cIR wt!1 clg matls Cost index based on «' • . N�A 123 furred construction n-tqgZ �° v ;y ' e ^u. ',T� ��r.."�` ... - .. • t— f G»._s.C .�,fr ¢ '.;•�M�* ' � k... Yg,"�,'�4I��.4. ��: p � �� .1R'l.Ai�TB' , 2y Metal Lath & Plaster- � :�`�'s - `"'ti` ''' +�: �'�#, � �� hrs, 3.4�dm met lath&�/�"pp.ir10D 1� furred or susp- UL R5429-1 r<d sand p�aster-2j�"conc on riblalh overUbaryjo,dtfiber �f� clg wt 10 clg matls � N/A Costindex 6ased on h t ;�' ' � 92 furred construction b-1487 , r ` �r� E �V�-� : u a.�� , � ,. �'�^�.� . s��,�., � �� .°,"? i�. j;�„ � � . ', .. �� i��Gi.`� .�� :_, r . ".� ; 2 hrs AURATONE FIRECODE %^x24°x48" or 24"x24"acoust � �f� { � '" " L: (beam P P UL Des G211 �f� '' ��.� � L 4 hrs. ��g Panels in Sus Ex Grid Syst-clg interrupted (was 72-2 hr) qp � ) -light fixt prot 6y 1�/4"THERMAFIBER min wool bd- �L Ges G227 is 2%z"conc deck on riblath over bar joist cl wt l.Z UL Des G227 �{� tp Shadow Line System — g (was 226-2 hr) �t clg maqs and includes q-hr � 2 hrs. AURATONE FIRECODE %8"x1Y'x12"acoust clg tile on UL Des G019 �f� 52 beam b-1542 --- --- Concealed Z-Spline Syst-clg interrupted-light fixt (was 8q-2 hr) � prot by 1�/"min wool bd-2/��conc deck on riblath 40 See Sound Con::rol over bar joist to Products folder for --- clg wt 1.2 �t clg matls STC values of tBased on ll-treq. 95 various patterns 6-1542 12 ` � � ` �F�:` ��#� �' I ��.�4�a� ��,��F��-;�z��;� � n � a� �, a� ae.� i < '�` ��:�,�}�-tt�' ��,�� `_ �.� �� .. y'�' a t NY �r flre sound ret�r� relaiiveco� fotQer ratiag � desedptus�° te:.t��e. ST� IIC• i��ax comm�nts rrisr�nce r,rT�'"Isr��s,` �' ��' ��f� � �`� `' V! � ��' �,. _ � :}�. .�� . „ E '�� a$lR:ro��l�` '�" .,T ,z 3�'s. � �,�r. '�'�' �• �. ��. > 4 hrs. AURATONE FIRECODE 5/a"x24^x48"acoust clg panels in UL Des D206 (f)' See Sound Controi 1 5 (beam Susp Exp Grid Syst—clg interrupted—light fixt prot by (was 45-4 hr) 40 Products Folder for 4 hri.) ly�°THERMAFIBER min wool bd-2'/x"cancon cellular to clg matls STC values of stlfir clg wt 1.2 41t 52 various patterns 6-1542 0 h�s. Metal Lath & Plaster—�'�" cr chan 13° o.c. susp 3y2" UL Des D401 (f) 16 (beam below beam-3.4� dm met lath & %"STRUCTO-LITE (was 12-4 hr) clg matls 1 hra.) (Type S)plaster-2"conc over fluted stl flr clg wt 6 N/A 100 b-1482 4 hrs. Metai Lath&Plaster—�/�°cr chan susp 7'/�°below deck GA-NBS-338 (f) �7 (beam 2"below beam-3.4#dm met lath&�"100:3 gypsum �-,.i 4 hrs,) periiie piaster nasecoat—yz"U�G acoust plaster—conc clg matls over cellular stl flr clg wt 7 N/A 122 b-1482 � � / ��` ��.u��.%� Ylcr+�c�ik'�F� °.��1�i`ix�� ,� � � �� q � } ?at± a �s�.._�a� }1', 3hr8. ACOUSTONE 180 Fissured or MOTIF'D�/�"x12"x12"m�n U�Des GOli �fj 40 �8 acoust tile on Concealed Z-Spline Syst-2'/z"conc deck (was 96-3 hr) to cig matls on riblath over bar joist clg wt 1.3 44 100 b-1552 3 hrs. AURATONE FiRECODE �/8^x24"x24"or 24"x48"acoust UL Des D207 (f) • See Sound Control �9 (beam clg panels in Susp Exp Grid Syst—clg interrupted— (was 226-3 hr) 40 Products Folder for 4 hro.) light fixt prot by ly�" THERMAfIBER min wool bd— to clg matls STC values of 2%"conc on cellular stl fir over stl beam clg wt 1.2 44t 52 various patterns b-15A2 3 hrs. AURATONE FIRECODE h"x24"x48"'acoust clg panels in UL Des A207 (f) See Sound Control �20 (beam Susp Exp Grid Syst—clg interrupted—light fixt prot (was 65-3 hr) 40 Products Folder for 5 hro.) by 1'/° THERMAFIBER min wool bd-2'r4"' conc on to clg matls STC values of ceilular stlflr clg wt 1.2 441' S2 various patterns b-1542 3 hrs. AURATONE FIRECODE '/i"x12"x12" acoust clg tile on UL Des A009 (f) See Sound Control �� (b�am Concealed Z-Spline Syst—clg interrupted—light fixt (was 59-3 hr) 40 Praducts Folder for � �h►a.) prot by li/e"'THERMAFIBER min wool bd-2'/z°conc to clg matls STC values af on cellular stl flr clg wt 1.2 4At 95 various patterns b-1542 3 hrs. %"IMPERIAL gypsum pl base Type X&veneer plaster UL Des G512 (f) 22 (beam ceiling—USG met fur chan 24°o.c,—pl base att with 1" (was 82-3 hr) 3 h�s.) Type S screws lY' o.c.—joints exp or taped—lhs" Spacing of furring IMPERIAL piaster-3"conc on Tiblath over bar joist clg matls channel at 16"o.c. ' • clg wt 4 N/A 65 recommended a-d142 3 hrs. S/e° SHEETROCK FIRECODE "C" gypsum panels—USG UL Des G512 (f) 23 (beam met fur chan 24°o.c.—panels att with 1"'Type S screws (was 82-3 hr) 3 hrsJ 12"o.,_—joints exp or fir-3°con�nn riblath o�n=r bar clg matls joist • •clg wt 3 N/A a8 a-1202 24 3 hrs. Metal Lath&Plaster—;/�"cr chan susp 15i/z"below deck UL Des A403 (f) (bsam & 3�/1" below beam-3.4�/ dm met lath & %8" (was 11-3 hr) 4 hrs.) STRUCTO-LITE (Type R) plaster-2" conc over clg matls cellular stl flr clg wt 5 N/A 100 b-1482 25 3hrt. Metallath&Plaster—'/i"'crchanfurredorsusp-3.4,adm BMS-92tab1e43 (() � met lath & Ys"neet wood flber gypsum plaster-2'/�" clg matls Cost index based on conc on riblath over bar joist clg wt 9 N/A 123 furred construction b-1482 � - - � - • �h�. 2�/z Metal Lath & Plaster-3/." cr chan furred or susp— UL R5429-1 (f) 26 hn. 3.4�dm met lath&�/�"100:1-100:1 gypsum wood fiber sand plaster-2'fi"conc on riblath over bar joist clg matls Cost index based on clg wt 10 N/A 92 furred construction b-1482 .•.�k.. ' `w • - - � - . 2 hrc. AURATONE FIRECODE 5/e°x24°x48" or 24"x24"acoust UL Des G211 (f) UL Des G227 is 27 (bsam clg panels in Susp Exp Grid Syst—clg interrupted (was 72-2 hr) 40 Shadow Line System • �hrs.) —light fixtprot by ly�"THERMAFIBER min wool bd— UL Des G227 (f) to clg matls and includes 4-hr 2'h°conc deck on riblath over bar joist clg wt 1.2 (was 226-2 hr) q�t 52 beam 6-1542 _�..�... __ _ __ _-- - ------ � 2 hrs. AURATONE FiRECODE 5/e"x12"'x12°acoust clg tile on UL Des G019 (f) See Sound Control �t, Concealed Z-Spline Syst—clg interrupted—iight fixt (was 84-2 hr) 40 Products Folder for prot by 1'ie"min wool bd-2yz"conc deck on riblath to clg matls STC values of over bar joist clg wt 1.2 q4� 95 various patterns b-15A2 ____ ___ __ __ _ ��Rased on L'-hrq. � �2 � _ __ � � � . = ' �.. �.r ■ • ■ v a Service Ma ter� Is Test�n g � �J531 West 8 th Ave. 825 -5261 Q�so: Di I lon, �on9mont Denver, Co�o. 80204 Vaii, Castie Rock Hansen & Jordan Construction Co. MATERIALS REPORT fo� �zian Condominium Truck Ti cket # 7090 Job No or �.�. 5 52�1- Date Tested: 10/1$/72 Location: Footings � ;�� , .. . 6sk 3/t+ S1 um 1 Ai r: Wt/Cu.Ft. : Yi el d: Mix I.D. . P� 32 to 1� Water Temp. : Ai r Temp. : 50 Concrete Temp. : 52 Total Yards: 9 Total Water: F A Moisture: Max. Agg. Size: Max. Size Load C.Y. : Weather: Cloudy Time Batched: 2�� Time Placed: 2� 20 Time Tested: 2:30 Spec. P.S.I. at 28 Days: �nnn Tested By: TEST CYLINDERS 552-1�1-6� Cylinder Dia. 2@ 7 Day �Y Cylinder Dia, 2@14 Day Cylinder Dia 2@ 28 Day 6.011 2341 6.005 353$ 6.00$ 3�.60 6.004 2573 5. 999 3549 6.007 3�.02 z457 3 544 {. 3 431. Average: - REMARKS: Contractor— Hansen & Jordan Contractor— RNL Mountain Mobile REPORT TO: Hansen & Jordan Const. Co. Rodgers, Nagle & Langhart .�.:.:�= . m � � � � � M � � M O M W J W F- N October 2, 1972 0 � 0 J ° Mr. Jerry Aldrich w Building Department 'z Town of Vail w ° P. O. Box 100 w Vail, Colorado 81657 w � � w Re: Enzian Lodge and Condominiums 0 _ Q Q Dear Jerry: � Q ° Enclosed are copies of our area and basic code calculations. T Our Lodge plans are in a preliminary stage, but we have fixed z the areas and must stay within the proposed F.A.R. z z a � Yours ruly, � z � w w z � r A i i ss z w � EAD/clm RN :�� W � Enclosures ' _ ,.r" J� U `� Q �� ` �� F � � ..� � �'` :� � _ � c� �� z � � �, Q ,� � ..f,. J "� w . ��1. yY�,.,��. Q , z � � w C7 O ¢ r � � ENZIAN LODGE AND CONDOMINIUMS September 29, 1972 N NIU Basic Code Provisions Fire Zone No. 3 Group "H" Occupancy Type III, One-hour Allowable Floor Area - Table 5-C Two buildings, each with six condominiums. However, consider as one total per section 504 (C) Exception; Basic allowable area 10,000 sq.ft. Increased for Fire Zone No. 3 3,367 Adjusted area allowable 13,367 sq.ft. Separation - two sides, 50°l0 6,733 Total allowable area 20,200 sq.ft. Allowable building area x 2, of more than one story Section 505 (b) 40,400 sq.ft. Detailed Requirements: Occupancy separation of Parking Level, Group F, Division 1 per Section 503 (d), Exceptions 3. Requires One-hour (each build- ing is less than 3,000 sq.ft.). � • • ENZIAN LODGE AND CONDOMINIUMS September 29, 1�72 P RKIN UIR N Lodge 52 Lodge Rooms 52 spaces Commercial Space Main Floor - 75°Io x 6, 130 sq.ft. 16 spaces Condominium 12 un i ts x 2 24 spa ces Total Parking Spaces Required - 92 Parking Spaces � � � � ENZIAN LODGE AND CONDOMINIUMS September 29, 1972 F. . R. R C L UL TI N Condominiums Total Floor Areas of Ist, 2nd, 3rd, and 4th floors 19,305 sq.ft. Add exterior exit balconies and exit stairs 1,743 sq.ft. Total Condominiums Area 21,048 sq.ft. Lodge Lobby Level Floor Area 6, 130 sq.ft. Total Areas of 2nd, 3rd, 4th and 5th Floors 24, 128 sq.ft. 6th FloorArea 1,921 sq.ft. Total Lodge Area 32, 179 sq.ft. Total F. A. R. Building Area 53,227 sq.ft. Area of Site 53,227 sq.ft. F. A. R. = 1 � ,; ay. '''" `�.� �„�' a � . . � aterials Te tin Serv�ce M s g �531 West 8 th Ave. Also: Di I lon, Longmont Uenver, Colo. 80204 a25 -5261 va��, cast�e Rock Hansen & Jordan Construction Co. MATERIALS REPORT fo► Enzian Condominium Truck Ticket # Job No or I.�. 552-1 , ^ ^•, `� i e Date Tested: 10/23/72 Location: Footings - � - Mi x I.0. : S1 ump:3� to 4 Ai r: Wt/Cu. Ft. : Yiel d: Water Temp. : Air Temp. : Concrete Temp. : Total Yards: Total Water: F A Moisture: Max. Agg. Size: Max. Size Load C.Y. : Weather: Time Batched: Time Placed: Time Tested: Spec. P.S.I, at 28 Days: 3 000 Tested By: TEST CYLINDERS 552w1(7-12� � Cyl i nder Di a. 2@ 7 Day Cyl i nder Di a. 2� 14 Day Cyl i nder Di a 2�28 Da h 6.007 2$69 5. 995 3303 6.01$ 3656 6.003 2$9$ 6.010 3426 6.007 3�93 �lverage: 2$94 3365 3575 REMARKS: Architect-RNL REPORT TO: Hansen & Jordan Const. • Rodgers, Nagle, and Langhart _ ' , . � _ . -r�ZID� M11'111�1y1�1 �y� ;�,' �� l�t� �r�rr�► - -ryQ�� Z d� � � � � ` 5�. G� � I oc� = S , �G� az = 4xsx8 = - I �a � -- S� �0 7 �,�. �G��e �� - 4`� ��e �i �: �� A1 ~ ZS x 10. 4 - '�'GO ,�. 2 ' 2 . 5 x 1�. � - ZS l,fo�sS �)�tS 3 ,c �,�y— � _ �� 4 7 I S� , -ra�c. a�cc►S �� P�-+�� X S� P�D 7� �- C4 x �'1 I ) � !�� '!C�S� � • f= . � ___�,.,�. !,':.. - #�:!..:: .:.. . .. .. .. . . . . .. ' . . . . .�-..� p� �{ .• y • � . .. # �N�IAN G0�lD8M1 N��M5 Z 8 SEpT �.�. . '1Z .w � �t.00� AQEA RPP�cl110 c At.�c�t.A1'1�,�rs �� - ,. t:...�._ f. . _....... . .. . . ... .. . ... � . . ... . .. .... . ��• ��]- � �1 = 43 x 38 = tS1.8 �1 = 4X4 = bo _ �►� 11�t.8 ��.�. �� _ 1�Z � �E�oKD �t�o2 _ ___.._�___.._._ � _ . �2 Sox3d = 183.5 G2 8�X 38 =.._.� 2tS•3 �� . �� ax �6 = �� . F E �� 14� = _Z � 56. 2 �f f ;,,.. GZ 2b� X 4 = 10b."1 � X lb = a0 _ 2�5 .� � �c'� = Le .3 : l5`.Z. 43 X38 : ►5� . 8 � ��. � 60 `� � = 240, .��'��-- foo 2. 8 {� � � l�4 •5 '�'"�" . UZ s�+�_�__�Z 1��,2r�_�_ � .y: _ ,'�,r^c s�o s!�3 ,uo� x,�;��, � � . .��.. . ' A • �1ZIA N Go�D�oM cN�1�M5 2 a 5�P T �Z .� �. �. Q . . c�,c�c,.�no NS . _ _ THiev �Loo�t, I�3 A 3 = 25 X 3� a 91 ,15 sc�� 3 ' � X ��p s 7�p .Q p�3 3se x 4 = l 4 2 .�S 3� x5 = l8 ,35 _ _ �� • l� .?! '' � 3 2� . 4- �f�- . G3 �w+t a�, Ar 3 ' �l,'15�:��. �..�____�..� ... ._._ .__..___.__ �_..__ .. .W_ - °l 1•1� ... �.�.4 ' � l .'�5 _ 43� .9 5 � �3u1c.,p�NG� �-otA� `'13. $ _ tl3o ,� �S �°� .�.__ _ _ _ _ _.. ..___. �14 3 ,� g .-�� . .�.�—�-------- q _ � __.. . �___ __ __ _ _ _ ___..�. � _. _ _ . . . _. . __,., f f , _ _- ' � • • �� ,.t�_.._ . ___ . _�� I�da�J u�Cv�Gc- �1 �� A3 S � i 5�. 83 x 9� , 83 = �,�� - A�. �_.-8 x 3 S �' � z ' ��5�3 5� �• �,� z�� ,S _ 11'?•S �s,� z`3 ,� z = sa z �S Z� t�a ri s = >>� . s --�-- As ''- x 4 .5 = 7e � � Z � _.�. G , � 24.s s �� . c� s�� C7x 8) fi Z -�- Z �-CZ x�� - C I�5 n)4� } LZ x 4;S� = - °��" '�oT�►�. Ir►�o�r1� l�G�r� d�� ; �011�.5 5- � � ��.�� i J . ` � • t,d1 IGc�I. �Z►'�—�- � Y� ��I�?i1� �i��l� � Z9 �'�'�T" 72 be D 4 3 A, P►-Z a 4QO � o �4 -�ptcac. ��. Z"'°- � n� �i = �.d x �s � �a �►: - 5�.83 x 98 .83 = 5,�I'� A.� = b.5 x IG.S = )4� �+ = �4.0 � S .a = Zd G, 133 5��. — « �fTS e��tc�D�n �N'�s13 13 � 1��i rl•5 = Z� ��I/ b�33 r� ? ` 5 S � Z x z- = 4 l�� N(Jt� 2�( 1 �- 4 1'st�fic� 4� T�t, 1 �l (i - �i �r - rc� i s. � . �ryp�cA t, F�a�z a,��rc�. G, 0 3 Z 'f�'�►l. 2;43�D� 4� ��J s� �r,�eS _--------- � 4 x ��D 3 2 = � 24-� ►'Z� s- J. ,...�.�.�;A.�.=.:�--.� � _ _ . I ~ � � �'�rJz/b� C.OG��/ �'r� 2� ��' 7't � � I�. �, �� -�t� �N6 t�or''� 25 �x �8� m �20�'7 S , � ��1�5 8�� x �S , 0 = 1�� .5 � x I� � s = �4b � s� 4 x I o ; 40 �c.� . Co��,+oo� 4 ' � � .s � Ib6 ��' r��s I►. s � �9 � �� s. � -ttr�r�.c. �- ��c I�z � s . �c. � . �. � �J_ � � } ENZIAN LODGE AND CONDOMINIUMS September 29, 1D72 P RKIN QUIR M NT Lodge � 52 Lodge Rooms 52 spaces Commercial Space Main Floor - 75% x 6, 130 sq.ft. 16 spaces Condominium 12 un i ts x 2 24 spa ces Total Parking $paces Required - 92 Parking Spaces --=-Z- .�a�:.��' c_ . ___ ..-- ---- -- ----__--_----.��-"r`;,�-�...- � ._..... . .-- ._,,.�- _.�.,....�..�.....�. V;� • � . +�...7�.� „�,.,,r.. �,.,:._. ENZIAN LODGE AND CONDOMINIUMS ' N N U September 29, �972 Basic Code Provisions � Fire Zone No. 3 I � Group "H" Occupancy Type III, One-hour Allowable Floor Area - Table 5-C Two buiidings, each with six condominiums. However, consider as one total per section 504 (C) Exception: Basic allowable area 10,000 sq.ft. Increased for Fire Zone ►vo. 3 3,367 Adjusted area allowable 13,367 sq.ft. Sepa rati on - two si des, 50% 6,733 � Total al lowable area 20,200 sq,ft. Allowable building area x 2, of more than one story Section 505 (b) 40,400 sq.ft. Detailed Requirements: Occuppncy separation of parking Level, Group F, Division 1 per Section 503 (d), Exceptions 3. Requires One-hour (each build- ing is less than 3,000 sq.ft.). ! /_ �Yr�-��vt'�... �... • .�/�-^�`�'� rw�-- • Kennet i E. il:�.t;ards �� n_ '� __ _ _ . ,. � . ' ._ _ � . • �.,�,..,,.... � ENZIAN LODGE�,�D CONDOMINIUMS ��t:�fZE��L UL T! N S��..,..,,, j � .. w i � Condomini ums Total Floor Areas of Ist, 2nd, 3rd, and 4th floors 19,305 sq.ft. Add exterior exit balconies and exit stairs 1,743 sq.ft. . Total Condomi ni ums Area 21,048 sq.ft. Lodge Lobby Level Floor Area 6, 130 sq.ft. Total Areas of 2nd, 3rd, 4th and 5th Floors 24, 128 sq.ft. bth FloorArea 1,921 sq.ft. Total Lodge Area 32, 179 sq.ft. Total F. A. R. Building Area 53,227 sq.ft. Area of Site 53,227 sq.ft. F. A. R. = 1 � �� ___ _ �.. . _y��-�..r.-�_� ._...... .�� Kennet:; � . Rict�srds . T_ ... _.....� .<. .. .,._-....�.._.._ .. . . ..._.... . . _ � _;�-'.�'.:..:.:. ., .. � � . r �C., , 'I ��%� �2 �¢,33� � � �-.-_-�"'� b A D " 03 �' Az � , A p p i� b D �'g" � � � 2� _ �,y�' �',i,��, ,,d l -: �--,33 x I�i,'� = ?�.S � P►2 = � � �� 9`�� : �,S � 15,0 = 121.� � � � > ��, - � o � � �O � j G�i59 �. , a � �� !�6� ��,�'-�� , � � �c.�. �+r:�°� �3�1,y�t.� � �q.3 F ��; .�✓ b,s x � = 59,5" ; . � � �,�,�-�. .,�c�' z,� x 3 = �r,s ; ; c,�Vi�� o�''� 2 � 2 ` 9 � ��-• � "�- . Z �� = �2 ___.--� 1 ►? .3 �,�. � �� ; �� . � .- .��,N� �j�b ��.��c'�J �'�'� �' � � i ) I� . �� I � � �� 4 � �', �c.�� - � � r1RE^ :�•,�E�..' i i_�,�.�, �.�� L��,. , . .. .. - . f'� radl us � 4.5 n � -lU ' �sa:�� ;a� : ,,. _ � , - r _ r," .�1�dtTlc'_tzt" �b. �� V' � .. � .,;�" �'. ."� � � . r.+.a.k..._.�. . � . � / j �,.l2)�N ��'% �d� /t�1�ulVtiS � � _�� , � ` � �,�.� �, d�. C��,{'iN•�s1� � �lV'��'fv I U��y 'I�Tlsl. 'P,�I�.��G �`� � � �g1 � Z�v ,�.t�u� 3'"' ,�t��,5 = I°�, � g•�. C,�S �,��.a�c� z - I�a QU9 �'�►�t. '�1't' �c,G�re/l� �t+0 �� o� �,�✓,� �a�rv�, = l�'1�� --�-�(� �°v�NueJ1�►�'h'S �I��2 ► �, �. t�oG?''r�� -�o-� ,c��5 � 2'�°3� �� .�n� 5� �eS �,�o .� � �- = ��-, I� . e � (��'' ��- ►��rvc� +�ct�'Yt �•tv� '�r'�1�tS � 1,�Z t.�'+�� ,,, a � G12� 32l 249 � � �, �, I , �, 1�1 � = �� "?�,C� �'. � �t��'{i � �.. � � �� I � ��:�;;� C�`'�',- �1'"� = C7> � 2�7 S. �. ('�.1��;'�� -� ��t.r.�s .�� •�-) �� . � �� -.-��,� ��1u.- �'�'��`t°' �=?� c�' ��J vU��r�a;��tJ� ,�.°1 �-7l �. ;� i � � ,1��n �;•:�c:� i i � �.�, v�+ �� ,a�,. . . .. .. _ _ ,_ _ i . � � G �� BUILDING PERMIT APPLICATION = m .IUfISdICtl011 Of TOWN OF VAIL '" ' A O O Applicant to compleie numbered spaces only. a JOB ADDR ESS a ENZIAN AT VHIL - TADGE & CONDOMINIUMS - SI'I'E 5 VAIL LIONSHEAD LOT NO. DLK TRACT (�gEE ATTACNED SNEET) LEGAL 1 DESCR. 1 2 OWNER MAIL ADDRE55 ZIP PNONE 2ENZIAN AT VAIL, INC. P.O.BOX 1776, VAIL, COLO. 81657 476-3546 CONTRACTOR MAIL ADDRE55 PMONE LICENSE NO. 3HANSEN & JORDAN CONST. C0. SAME AS ABOVE 476-3546 ARCNITECT OR DESIGNER MAIL ADDRE55 PNONE LICENSE NO. 4RNL INC. 1610 ARAPAHOE ST. , DENVER, COLO. 80202 222-4731 ENGINEER MAIL ADDRE55 PNONE LICENSE NO. 5 SAME AS ABOVE LENDER MAIL ADDRE55 BRANCM 6 NONE � USE OF BVILDING � � 52 UNIT LODGE WITH COMMERCIAL AREAS - 12 CONDOMINUMS 8 Class of work: � NEW ❑ADDITION ❑ALTERATION ❑ REPAIR ❑MOVE ❑ REMOVE 9 Describe work: TO Change of use from Change of use to �� Valuation of work: $ PLAN CHECK FEE ,�,/yj� 73 PERMIT FEE �j�� O SPECIAL CONDITIONS: r ��• Type of Occupancy e►'RS1t��y� Const. Group Division e �y'� �a�� Sfze of Bldg. No.of Max. (� a Mb/�( (Total)Sq. Ft. Stories Occ. LoaC � Fire Use Fire Sprinklers APPLICATION A PT BV: 7LAN5 CHECKED BV: APPROVEO FOR ISSUApNCE BV: ZOIIB Zone R@qUlf@d ❑Yg5 ❑NO r6l•r.DATl6r1 i�� T OFFSTREET PARKING SPACES: . No.of Dwelling Units Covered Uncoveretl N O T I C E Special Approvals Required Received Not Required SEPARATE PERMITS ARE REQUIREO FOR ELECTRICAL, PLUMB- ZONING ING,HEATING,VENTILATING OR AIR CONDITIONING. HEALTH DEPT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF FiRE DEPT. CONSTRUCTION OR WORK ISSUSPENDED OR ABANDONED FOR A SOIL REPORT PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. oTHER (Specify) � 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS -,,•� �',� �'� �+ \ APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS �' { � � TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT + PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE � � �R PR VISIONS OF ANY OTH R STATE OR LOCAL LAW REGULATING .'i� �'` 9� C STRUCTION �0 PERFORMANCE OF CONSTRUCTION. Zi 1� AT IN C. � � -'+rlT�-��'ff-^' , . 2 �� „�-f�� ✓• � � � IGNATURE OF C RA TOR O AUTHORIZ AGENT (DATE) - , SEN & J CONST. CO. 1i C� � ��? 9 2 8 72 IGNATURE OF O F WNER SUILDER) DATE) WHEN PROPERIY VALIDATED (IN THIS SPACE) THIS IS YOUR PERM PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O, CASH � �--�1 '�7��,z3 , WHITE— INSPECTOR CANARY—AUDIT PINK—APPLICANT � GOLDENROD—TEMP. FILE ._.�+ : ,,., � � rr.r o ,� STATE OF COLORADO ) ) SS . DECLARATION OF LAND ALLOCATION C4UNTY OF EAGLE ) I , J�s J. HANSEN , being first duly sworn upon oath depose and say that the o owing statements are true and correct according to my best knowlEdge, information and belief, to wit : 1. That this staterlent is made in conjunction with the filing of an application for a building permit to the Town of Vail and to comply with the requirements of Article VII , Section 3 , Ordinance tiumber 7 (Series of 1969) Zoning Ordinance for tne Town of Vail as amended by Ordinance Vumber 8 (Series of 1970) and Ordinance Number 15 (Series of 1970) . 2 . The description of the building site for the proposed building 1S dS fO�.lOWS : LEGAL DESCRIPTION ATTACEIED (Description may be attached or surveyor s map may e used to show description) . 3 . The proposed building site contains 53,22�.49 square feet, and the existing building contains NONE square feet and the proposed addition contains NONE square feet; the total building square feet is 53,227 � as e ined in the aforesaid Zoning Ordinance as amende�fc.— 4 . The proposed building and/or existing building and addition as it relates to the building site area, comply to the Floor Area Ratio for the zoning which applies to the building site, as defined in the aforesaid Zonin� �rdinance as amended. E ZIAN AT V . �� STATE OF COLORADO ) ) SS . COUNTY OF EAGLE ) The foregoing affidavit and declaration�s duly subscr' ed and sworn to bef re me a Notar Public b �' > > Y ,-n� 5 N SPn/ a th.i G ° day of � -,,,,, � ' , ��;. _ --��. _ � , � ._'I`_A My Commi s�i�n Expires MY C0141MIISS(ON EXPIRES JUNE 5, 1976 (Seal) � _ . _ .. „` ,� � � F. �:. � { / _ i_ � �LG2QZQ�. �l'lC�LlZEEZ�.� JIZC. � CIVIL ENGINEERINv - PLANNING - SURVEYS SUBDIVISIONS - W�TER & SEWER SYSTEMS Box 643 Vo�l, Colorado 81657 Kenneth E. Richards Phone 476-5072 Reqi:tered Professionoi Engineen Denver 244-1521 Re9isfered land Surveyors July 14, 1972 Legal Description - Parcel in Lot 1, Block 2, VAIL/LIONSHEAD, THIRD FILING A portion of Lot 1, Block 2 , VAIL/LIONSHEAD, THIRD FILING, a subdivision in the Town of Vail, County of Eagle, State of Culorado described as: Commencing at the most Northerly corner of said Lot 1, which point is at the end of a 25 foat radius . curve and on the Southerly Right-of-Way line of Interstate Highway No. 70; thence Southwesterly on said Right-of-Way line 125.00 feet along the arc of a 3650 foot radius curve to the left whose central angle is 1°57'44" and whose long chord bears S 67°27'll" W 124.99 feet to the true point of beginning; thence continuing South- westerly on said Right-of-Way line 150.01 feet along the arc of said 3650 foot radius curve to the left whose central angle is 2°21'17" and whose long chord bears S 65°17'41" W 150.00 feet; thence S ?3°02'�6" E 307.88 feet to a point on the Southerly line of said Lot 1; thence Easterly on sai�' Southerly line 20.97 feet along the arc of a 289.00 foot radius curve to the right whose central angle is 4°09'27" and whose long chord bears S 89°15'S1" E 20.97 feet to a point of reverse curvature; thence Easterly on said Southerly line 230.22 feet along the arc of a 150.00 foot radius curve to the left whose central angle is 87°56'19" and whose long chord bears N 48°50'42" E 208.28 feet; thenee N 79°10'S3" W 80.94 feet; thence Iv 23°02'46" W 210.84 �.`eet to the true point of beginning, containing 53,227 .49 square feet or 1,2229 Acres more or less. Certification: I certify that I prepared [he above description and that it is correct to the best of my knowledge. � , . Kennetn E. Richards Registered Professional Engineer � and Land Surveyor No. 2183 � � � F _�` � .�. �'` - � � �--� - � `� ��- �%�� ,.� C�1Z �� N 9�417z. __ .� �7�orz.�? �1��-j--�--t �.-aF-�_ _ ---- -- ___ _-- - __ __ - -- _ ---- - �-15�� - F- � T�AR.k��B � I5T , '1�.,�a � 3_� -- �-� �2�_��.,-- - . __ _ _ _ _ ' �4�P� � Orvc {-}c��2__ ��-t�Uc��1____ ----- -- ___ _--------.__ _----- ---- ! ___�L�o�VR F�� ._ '�� _ -_ - -- �C�Q. _----- - --- — _ ---- �i'---. ._ _ _ _�-- -- �� ,-r �NC,a�� 45�'d 3� 5S5 I � �� lt� Z�NF l�su�a�s� 33/.�_� 2, �0 7 -- ---- ------ ___-- '' �� M4Rc �{-JA� _l _4T�ra � 1 b�`�-- � y dc1 _ ___�,��_�A��C __�� cH ) 2 �, 9� z '. �Qb��S�� Q. �r T � S T ��Z. S` �! J` ' 02�J F-t.a�,�z 5� S� S _ 3RD �i-.�,z. � � � � _ l eTA� �-�i�2 f�2c A � �� 2�7 - I ,�lrlLA�cdt�15 ' ! �. L.p�T /-�2cR E�cE�S /g�_L��JfilSlt ��J_ �97 �jQ �i. I, ��`\ Z. 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