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Home My WebLink AboutB07-0066 2nd plan review responses June 28, 2007 � ,. �� 1 � 1 � C LION SQuA�E LC� DC� � � NORTH � U� � L[� I �lG � 1 � 2nd Pla�n �Review ��s on��s p � 3 � � June 28, 2�0� i 1 1 � Town of Vail � OFFICE C�OPY � � ME L I C K A 5 5 O C I A T E 5 I N C ,,��lJ , ♦ � ♦ � .�,��F .. �l o,p�'•. �. � �� RlCNA89•P�� •� : � LtC ,JR. � = � � �/ r �•:� / - - �/�K 1r. � . , : � ' 303256 � C� ; June 27, 2007 '.�F�S• ... ''��: � •� F� ARC ,�. TO: Town of Vail Building Department ��'��.�„�•�`' � FROM: Chip Melick, Melick Associates RE: RESPONSE LETTER FOR THE LION SQUARE LODGE NORTH PROJECT- � BUILDING DEPARTMENT PERMIT NUMBER: B07-0066 � INTERNAL NUMBER: 3616 JURISDICTION: Town of Vail OWNERS NAME: Lion Square Lodge North � SITE ADDRESS: 660 West Lion Head Place, Vail, CO OCCUPANCY GROUP: R-2, S-2, M, B � TYPE OF CONSTRUCTION: IIIB, IA, IB, VB NUMBER OF STORIES: 6 " SPRINKLERS: yes L Please see responses to plan review comments below in bo/d ita/ics: � Architectural Comments: � 2) Section 508.2, #3, IBC. Group S-2 enclosed parking garage with Group A, B, M, or R above, IBC. Plan sheet A1 .1 indicates an S-2 open parking garage above the S-2 enclosed parking garage. Section 508.2 does not allow an S-2 � occupancy group above the S-2 occupancy group below. Section 508.2 and Section 508.3, referenced in the response to this correction, � do not allow the S-2 along with the R-2, M and B over the enclosed S-2. `�'� Section 509.2 of the 2006 IBC allows an S to be above the S-2 under similar conditions. Amend plans to show compliance with the adopted code. � Res onse: P/ease see the arioched Re uest fo�Administ�ative Modi�cation for P 9 � this item. 3) Section 705, Fire Walls, IBC. Plan Sheet A1 .2 does not show a complying � fire wall separating the building of Type IB construction type, with the S-2 open 355 SOUTH TELLER STREET � A R C H I T E C T U R E SUfTE111Rff FIIXJDit�SEVB�ffY I N T E R I O R 5 LAKEWOOD CO 80226 � P L A N N I N G TEL 303.534.1930 WWW.MELICK.COM FAX 303.534.1931 � � parking garage, from the building of Type III B construction type, with the R-2 occupancy group. To be considered separate buildings with different construction types, a fire wall would be required. � The response to this correction refers to an "imaginary property fine" between the two occupancy classifications. As described, that "imaginary property line" � would dissect parking spaces on the open parking garage and divide the enclosed parking garage below into two areas. Rather, if there is an assumed � property line, it would be located at the juncture of the two types of construction. The junction of the two types of construction would be at the exterior wall of the R-2 units. Per table 705.4, that exterior wall, constructed as � a fire wall, would require a 3-hour fire rating. In addition, per Section 503.2, the wall would be located on the property line and would be used for joint service between the buildings. That would qualify the wall as a party wall, and � require it to be constructed without openings. Response: P/ease see the attached Request fo�Administ�ative Modification fo� � this item. 15) Section 704. Exterior walls, IBC. As decks are considered to be part of the � building, indicate on the plans required fire-resistive construction for decks shown on plan sheets A2.2 and A2.3 that have a fire separation distance requiring fire-resistive construction. � This correction refers to decks n t balc ni I m n I " 0 o es. a u ab e to locate added � dimensions", referred to in the response, from decks to property lines for the building of Type IIIB construction type. � Response:At the bui/ding with ///B const�uction, the added dimensions referred to in the�esponse o�e octua//y found on the dimension p/ans:A2.2.1 and A2.3. 1. These show the edge of the deck c%sest to the p�ope�iy/ine to be 9'-2 � %�f�om the p�operly/ine and p�ojecting f�om an exte�io�wa//that is a//owed to have 75°b unp�otected openings. See drawings 1-CMT 15 and 2-CMT 15. � 26) Section 1704.2, Inspection of fabricators, and 1704.2.2, Fabricator � approval. For the fabricator of the pre-cast concrete walls, provide documentation of fabricator approval ( an approved fabricator's number) or � documentation that special inspections will be performed on the premises of the fabricator's shop. Plan sheet A1 .1 shows wall types W2, W5, and W6 being pre-cast concrete walls. � I am unable to locate the referenced response by Monroe and Newell. ' 2 � � I�i � Response:Per Monroe and Newell.•Special inspection ofprecast concrete waUpanels wYll be performed in accordance wrth IBC 1704.2, in conjunction wrth IBC 1703.7.2. Specifcally, the documerltatlon offabricator approval wrll � be furnished to the bzrilding official once the precaster has beerl selected for the project. All testing arid lrlspection records offacility such as a precast � plant must be filed with the building official so as to masntain a complete and legal record of the assembly and etection of the bzrilcling. � 29) Section 1013 Exit access, IBC. Plan sheets A1 .2a and A1 .3a show common path of egress travel being measured incorrectly. That measurement is made in � a rectilinear manner with travel perpendicular or parallel to walls. Per Section 903.2.7, IBC, buildings containing a Group R fire area are to be � provided with an automatic sprinkler system throughout. If an administrative modification is to be requested, please submit required documentation to the � Building Official. Response: P/ease see the aftached�equest for administ�ative modi�cation fo� � this item. 31) Section 1017.1 General, and Section 1020 Exit Passageways, and Section � 1023 Exit discharge, IBC. Plan sheet 2/A2.1 shows the 3-hour fire-rated vertical exit enclosure exiting into room #122, which is shown on plans sheet A1 .2a as a 2-hour fire-rated fire command center. Once a given level of exit � protection is achieved, such level of protection shall not be reduced until arrival at the exit discharge. Room #122 would require a 3-hour fire rating. In addition Room #122 would be required to comply with requirements for an exit � passageway or Section 1023 for exit discharge. Provide details showing compliance with the above stated exiting requirements. � If room #122 is to function as an exit passageway it appears that there are mechanical, plumbing and electrical penetrations which do not comply with � Section 1020.5 of the IBC. Please clarify. Response:.4//mechanica/,p/umbing and e%ctrica/equipment,piping and � ductwo�k not serving Room #122 has been�emoved and re-�outed. This wi// e/iminate penet�otions pe�Section 1020.5. P/ease refer to M V2.0-1, M VZ. 1 Z, PZ.OB-1, P2.OB-2, P2.OB-3, P2. 1 B-1, P2.2B-1 fo�the new�outing. The floo� � above Room #122 has been increased to 3-h� P/ease�efe�to Sketches # 1- CMT 31, Z-CMT 31, and 3-CMT 31fo�the a�chitectu�o/code sheet,p/an and section change. � 35) Section 302.1 .1 Incidental use areas, IBC. What is the use of room #107, Dumpster Room, shown on plan sheet A2.1 ? If the room qualifies as an � � 3 � � � incidental use area by being a waste collection room, provide details showing wall construction capable of resisting the passage of smoke and a code compliant door. � If the room is now a location for an emergency generator, provide documentation for the fuel type used, the quantity of fuel stored, the location of � the fuel storage, and the method of fuel storage. Generators set inside a building shall be separated from the remainder of the building by a 2 hour fire barrier. (IFC 604.2.14.1) � Response: The fue/fype for the eme�genry gene�ator is natura/gas, which does r not requi�e storage. The wa//iypes have been changed to 2-hr.• @ the�amp the � wa//fype is W72 and the othe�three wa//s a�e W73. See d�awing 1-CMT 35. The doo�and/ouvers wi//be rated @ 1 %-h� See d�awings 2-CMT 35 and � MVZ.1-1. � 41) Section 715 Opening Protectives, and Table 715.3 Fire Door and Fire Shutter Protection Ratings, IBC. Plan sheets A1 .2a and A1 .3a show an elevator in the Northeast tower with 3-hour fire-rated construction as part of the 3-hour � fire-rated fire wall from the basement level through level 6. As such the doors to the elevator shaft would be required to have a 3-hour fire-rating. Provide doors complying with Section 715. � Some doors to the elevator shaft in the East Tower on levels 1 2 and 3 have , , , not been given a door tag or been shown to be fire-rated. Door #114B and � Door #208B are shown with 1 '/z hour fire-ratings while they require 3-hour fire-ratings. [ � Response: E/evato�doors in 2 hour wa//s a�e�equired to be 1 '/z hou��ated; e%vator doors in 3-hou�wa//s a�e requi�ed to be 3-hou��ated. E/evator doors � by the manufactu�er wi//be 1 '/z hou�rated.. At the 3-hour wa//s, a 1 %-hou� fire door or upward coi/ing��e shutte�has been added, e.g. D 112A, D 114B, D208B, D309B, to b�ing the rating up to 3 hours. On/y the�equi�ed addition � fii�e shutte�or��e doo�has been given a doo�tag. P/ease�efe�to Sketch 1- CMT 41. � Accessibility Comments: � 50 Section 1 106.5 Van s aces Section 502 IBC and Section 502 Parkin ) P , , , , 9 � Spaces ANSI Al 17.1 -1998. Provide an accessible van parking space with required signage. � 4 � � � Provide a site plan showing the location of the van accessible parking spaces. Per Section 1006.6 IBC, accessible parking spaces shall be located on the shortest accessible route of travel from adjacent parking to an accessible � building entrance. Response: P/ease see the attached d�awing 1/CMT50 which /ocates the � proposed van accessib/e pa�king space to be/ocated at the pa�king/ot adjacent to the North bui/ding p�opeiYy. The path to the North bui/ding ent�ance is � indicated by the heavy o��owed/ine. New Item: Provide an accessible route for entrance into the swimming pool � (accessible chair lift or ramp). (IBC 1109.14.1) Response: P/ease see the attached drawing 1/CMT51 which shows the addition � of o s/eeve in the poo/deck conc�ete s/ob for a�emovab/e accessib/e poo/chai� /ift(e.g. Life Lifts, attachedJ. � The following electrical comments were generated in the first round plan review. The plans submitted in for 2"d round review did not include the revised sheets. Please include these items in the next submittal for review. � Electrical Comments: � P/ease see the aftached e%ct�ica/�esponses f�om AEC fo�items 155-167. P/ease see�esponses on the items pertinent to architectu�e be%w. � 155)E2.0: Both electrical room entrances are to swing out. Article 110.26.C. P/ease see revised sheet.42.0 pe�the/ast p/an review comments fo� � �evised doo�swing to e%ct�ica/room. 156)E2.3 (typical) Maintain fire rating if load centers are installed in rated � separation walls. The e%ct�ica/pane/s in the new units are/ocated in non- rated wa//s. The e%ct�ico/pane/s in the existing units wi//be�ep/aced but not�e%cated. � 157)E3.0: The #1 awg for #8 150A Feeder conductors appear to be undersized. Table 310.16. � 158 Show branch circuit for elevator hoistwa ventin . ) Y 9 � 159)E3.1 : show total amps for the Isc calculation. � 160) Show GFI protection for the pool lighting. Show boding for pool. 161)Provide branch circuiting for all equipment such as FCU's and CUH's. � s � � � 162)E2.1,E2.2...: Show branch circuiting for new receptacles in units. (ok if shown on TI dwgs) � 163)E3.1 : Type XT em light does not appear to be an "em". 164)Note that Type NM (romex) cannot be used in mixed occupancy. � 165 If buildin comments re uire emer enc enerator for elevator rovide ) 9 q 9 Y9 , p revised electrical one-line diagram. � � 166)Verify elevator machine room is rated per IBC chapter 30. P/ease see �evised sheets A 1.2a showing�evised wo//�atings fo�the e%vato�machine �ooms. �„ 167)Ceilings and floor assemblies are rated. Installation of recessed fixtures and access doors to maintain rating. This is a phased pe�mit. The � �equested info�mation wi//be p�ovided in a secondary submiita/fo�the existing unit interiors. Cu��ent/y new/ight�xtu�es and access pane/s a�e not being added to the iype///B const�uction existing cei/ings. Any new � /ight�xtures wi//eithe�be�oted or tented. .4ny existing/ight�xtu�es to �emain wi//either be tented o��ep/aced with�ated fixtu�es. � ' ' , ' ' , ' ' 6 � ' ,,,�{��III�III I .. , w��,�OF C 4��, Q� • 9 � Request for Administrative Modi�cation � � ��R I C H A�D P.� o 'w - A�fLiCK�JR. - - - . � TO: Town of Vail � - DATE: June 19, 2007 : ' . OWNERS NAME: Lion Square Lodge North ;(��, 3 • 256 ,��G± � SITE ADDRESS: 660 West Lion Head Place, Vail, CO .i� S�cp ARG� �.' RE: Plan Review Comment#2 '�,,��,•` ATTACHMENTS: Record of the ICC Public Hearing, September 2003 and Section � 509.2 of the 2006 IBC For the above-referenced project, the building requires R-2, B and S-2 over an enclosed � S-2. We have met the requirements according to Section 508.2 of the 2003 IBC as follows: 1. The basement S-2 enclosed parking garage is Type IA construction and is � separated from the building above with a horizontal assembly having a 3-hr fire-resistance rating. 2. The elevator, stair and shaft enclosures through the horizontal assembly are 3- � hr rated. 3. See below. 4. The building below the horizontal assembly is a Group S-2 enclosed parking garage used for the parking and storage of private motor vehicles. 5. The maximum building height for the IA enclosed parking garage is unlimited; the maximum allowable building height for the IB, R2, B, M, and � S2 is l lstories, 160'. The project has 6 stories, 82', which is therefore allowable. � Regarding#3 (the S-2 over the enclosed S-2), we have consulted with Mike Perrino, Code Consultants, Inc, St. Louis, Missouri, and we offer the following references: the 1997 UBC, the 2006 IBC and the notes from the ICC Public Hearing of September 2003 � (See attached): In the ICC Public Hearing record, please note that under#1, third paragraph, we find" The code changes do not indicate that the storage occupancies were to be removed � as a permitted use...In addition, staff has been unable to provide any information as to why the storage occupancy was no longer specified as a permitted occupancy. Thus, it appears that during the reclassification of occupancies and reorganization of the code that � the permitted use of storage occupancies was inadvertently omitted." In the 2006 ICB this omission was corrected in Section 509.2 (see attached). � With the history of Section 508.2 in mind, we ask that the use of S-2 along with R-2, B and M over the S-2 enclosed parking garage be allowed. � , ' ' � ' occupancies are only permitted to he located above►he ifrst slory when Proponent: Ed Schultz, Code Consu(tants, Inc (CCI); � ailawed byTabEe 503 based on the type ol construction ot tha buildng,For representing CCI exampie,a two•story unElmltad area building oi a Group S occupancy is proposed to have a Group H-2 occupancy located on the second story.In order to accompfish ihat,it would be necessary lo construct the unlimited F�eViSE 8S fOIIOWS: � areabulldingoiatleastTypelkA,ll{A,oriVHTconstructionbasedonTable 5o3whichatlowsaGroupH-2occupancytobetwostoriesinheightinthose 508.2 GI'OUp S-2 enclased parking garage with Group types oi construction. A, B, MS or R or S above. A basement and/or the first The last sentence of ihe original sectEon was revised since it is really meaningless uniess il is lied to the fire area for any Group N oc�upancy story above grade plane of a buifding shall be considered � whichisrequiredbySaction302.31 tabeseparatedwilhfrrebarriersfram as a separate and distinct builciing for the purpose af the rest of the buifding or other Group H occupancies in accordance with �etermining area III'C11iStI0nS, CO�ti�Ulty of fire WflIIS, SeCGon 302 3.3 and Tdbte 302.3.3, Iltllitr'ltlOtl Ot (lUfil�TBY Of S10�I@S 8i1CJ �IP@ Of COf151(UCt101't, cost tmPa�t:None when all of the foliowing conditions are met: � Public Hearing: Committee: AS AM D (No change to Items 1 and 2j Assembly: ASF DF 3. The building above the horizontal assembly contains G121�03�04 only Group A having an assembly room with an � accupant load of less than 30�,or Group B, M,ar R or pg,� S;and Pro onent: Thomas Gironda, Mantgomery Counry (No change to ttems 4 and 5} � Mary nd;representing Departmentof Permitting Services Reason:Storagaoccupanaesshouldbeindudedasapermmedoccupancy Revise S fOIIOWS' above the parking garage based on the following: \ t 'FheprovisionsofSection508.2aredfrectlytakentramSection311.22.1 5082 Gro�p S-2 enclased parking garage with Group oftha1997UnlformBuildingCode(UBC).Theprovistonsarethssame. � A, B, M O R above. A basement and/or the first story The 1991 ed'ition and prior editions oE lhe UBC did not distinguish between mercantife and storage occupancies;both were defined as above grad lane of a building shall be considered as a Group B,Dlvlslon 2 occupancies.As such,storage occupancies were separate an� distinct building for the purpase of permitted to be within tne bullding a6ove the 3-hour occupancy � determining a ea fimitations, continuity of fire walls, separation per the 1991 UBC- limftation of nu�iber of stories and type of construction, Betweenihe1991andi994editivnsoftheUBC,mercanlileandstorage when all of the#a(OW�n�COf1d►tIOf1S af9 t11Bt: occupancles were separated tram a singls occupancy dassification into distinct occupancies(M and S). In addltton,most oi tha code secGons and � (No ehange to Item 1-3� chapterswerereorganized.0uringthlsrecEassifica8onofoccupancygroups and reorganization af lhe code,the slarage occupancies wete no longer 4. The buildin be{o the horizontal assembly is a Group �ncludedasapermittadoccupancyabovethe3-houroccupancyseparatlon, 9 The code changes do not Indiqte that the storage occupanGes were to S-2 enclosed parki garage,used for the parking and be removed as e pertnitted use. In fact,there were not anycode changes � storage of private m tar veh�cles. between ihe 1991 and 1994 editlens ot the code that pertaEn to this secGon. tn addilion,staff has been unable to provide any intortnation as lo why ths EXCE tions' storageoccupancywasnolongerspedfiedasapertnitiedoccupancy.Thus, P • itappearsihatduringtheredassificationofoccupanciesandreorganizaiion 1. Entry lobbies, mechan a! roams and similar uses a��hecodethatthepertnttfeduseotstorageoccupancieswasinadvertently � incidental to the operati of the building shali be omitted. This omfssion was not lntended,and not a result to any perceived �38RT1{t#@d. lncreased hazard associaled with storage occupancles 2. GI'OUp A haVillg 2, MercanUEeoccupandes(whlcharepermittedabovetheparlcinggaraga} , 2SS bl rooms havin an are generalfy considered per the code t�be as hazardous or more � ac�c�rP,qBTe OCCUDant IDBd OF I@5 than 300 or Group B ar ha7ardous than storage occupancles(whlch are notpertnitted).Thls ls M shali be permitted in addition t those uses incidental indicated by Table 503, Table 7�5.4, SecUons 903.2,6, 9032.10, to the operation of the buildin, (including storage s�32�ti,so�•2��,and Table 1004.2..4 as follows: areas), provided that the entire tructure below the Table5D3permftsstorageoccupancfeslobaofalargerpeRnittedarea � horizontal assembly is protected hroughout by an �han mercantila occupanc3es. approved automatic sprinkler syste Table 705 4 perrnlls Tire walls separating st�rage occupancfes to be of a rating equat or less than Ihat 4or mercantile occupancles(equal forS•1 and Na chan e to I#em 5 less ihan tor S-2). ( 9 � Sections 903 2.6,903.2,10,and 9D32..11 p�ovide the requiremenls tor � Reasan:This texl is needed to clarify the intenf of code xt sprinklers withln storage and mercantile occupancies. These secltans requtre sprinklers within storage(S-1)and mercanble oa:upanaes based on Cost tm act:None the same areas and heights(i e.,the requirert�entior sprinklers withln one P occupancyfs not more reslrictive U�an the olheraxupancy).In addiUon,only Pub{ic Hearin : Commiriee: AS AM D storage(5-2)occupancies are not requlred sprinklers unless required for � g construction iype decreases Assembly: ASF DF Section 907.2.7 requires Varge mercanlile occupancies to have a flre alarm system with occupant notiTipUon Storage occupancies are noi G�22-03/04 required such a system. Tabte 1004.2 4 permits storage(S-1)and mercanWe occupancies lo � have lfie same travel dlslance to reach an exit{250(eet). Storage(S-2) �j�$.2 occupancies are permitted a larger travel distance to reach an exit. � ICC PUBUC HEARtNG:::September 2003 G 65 � � � In addition lo thase requirements indlcated above,there are othercode Cost impact:None requirements(i.e,corridor ratings,dead-end limitations,aic)wttich indicale that mercantile occupancies (which are permitted) ara considered as Public Hearing: Committee: AS AM D hazardous or more hazardous than storage occupandes. ASSembly: ASF DF � Cost Impact:None Public Hearing: Committee; AS AM � G124-03/04 Assembly: ASF DF T 601 �, G123-03/04 Proponent: Sam Francis, American Forest & Paper Association; representing AFBPA 508.2 Revise as follows: � Propanent: Ed Schultz, Code Consultants, Inc {CCI); representing CCI Revise as foltows: �,,, 508.2 Group S-2 enctosed or apen parking garage with Group A, B, Ml or R above. A basement and/or the first story above grade plane of a buifding shall be considered � as a separate and distinct building for the purpose of determining area limitations, continuity oi fire walls, limitation of number of stories and type of construction, when al)of the following conditions are met: � 1. The basement and/or the first story above grade plane is of Type IA construction and is separated trom the building above with a horizontal assembly having a � minimum 3-hour fire-resistance rating., 2. ShaFt,stairway, ramp or escalator enclosures throE�gh the horizontal assembly shall have not less than a 2- hour fire-resistance raiing with opening protectives in � accordance with Table 715.3. Exception: Where the enclosure wafls below the horizontal assembly have not less than a 3-hour fire- � resistance rating with opening protectives in accordance with Tabie 715.3, the enclosure walls extending above the horizontal assembly shail be permitted to have a 1-hour fire-resistance rating � provided: (No change to items 1,2,and 3} � 3� (No change} 4. The buitding below the horizantal assembly is a Group S-2 enclosed or o en parking garage, used 1or the parking and storage of private moior vehicles. � (No change to remainder of text) Reason: Group S-2 open perking garage should also be permltted on the grade level based on Ihe tollowing: � Although SecUon 5DB.7 has requiremenls loran open parking garage beneath olheruse groups,this sectlon can be more restnctiva wifh regard to the classtfication of!he building above the open parking garege. SacUon 508.7 requires the building above to measure heightln bolh feet and number o(stories from grade. As such,ft a hnro story building were construoted � above the one sioryopen parking garage beneath,then the buflding above wouldbeclassifiedasathreestorybuilding Thiswouidprahibitthebuilding fmm using the hroo story untimited area building provisions ot Sestion 507.3 SeoUon 5982 would permlt the use of the two story unllmlted are buRding provisfons of Section 507.3 fora twostory bullding above the parking garaga � However,per5ection 5082,Ihe patking garage is required to be enctflsed Dua to open parking siructures being Eess hazardous than en�losed parking structures as a result oi fhe natural ventilation providad,il ls logical Eor Section 508 2 to permit open parking struclures to be located beneath She other use groups � G 66 ICC PUBLtC HEARlNt3:::September 2803 � � � Code Code Code Change Committee Assembly Change Committee Assembly Change Committee Assembly Number Action Action Number Action Action Number Action Action � 36-03/04 WP 68-03f04 AS 98-03/Q4 AS 37-Q3/04 D fi9-03/04 AS 99-03/04 D � 36-Q3104 D 7Q-03/04 D 10Q-03/04 p 39-03/04 WP 71-Q3104 D a 101-03/04 D 40-03/04 D 72-03/04 D 142-03/04 A5 � 41-Q3/04 D 73-03/04 A5 �� 103-Q3/Q4 D 42-03/04 D 74-43/04 D 104-03/04 D � 43-03/04 WP 75-03/04 AS 105-03/04 WP 44-03l04 D 76-03/04 D C ° 106-03/04 D 45-Q3l04 D 77-43/04 AS 107-Q3I04 AM 46-03/04 AS 76-03/04 D � i 08-Q3/04 D 47-03/04 D 79-03/04 D 109-03/04 D 48-03/04 � 80-03J04 D � 110-03/04 D 49-03/04 D 89-03104 D 111-03/04 D 50-03/04 AM 82-03/04 AS ---� � ]12-03/04 AM � 51-03/04 D 83-03/04 D 113-03/04 AM 52-03Jfl4 D 84-Q3/04 D "" 1f4-03/04 D � 53-03104 D 85-03104 item i AS 115-03/04 WP 54-03/04 D B5-p3/04 116-Q3/04 AS � 55-03/04 D AMF Item 2 AS 56-03/D4 D i 17-Q3/04 AS 86-Q3/04 D G118-Q3/04 WP � 57-03/04 D 87-p3iQ4 AS 119-03/04 AS 58-03/04 D 86-Q3/04 D 12d-03lQ4 AM � 59-03/04 AS 89-Q3/04 AM 12 t-03/04 AS 60-03l04 AS 9d-03/04 AS 122-Q3/04 AS 61-03I04 AS 91-03/04 AM � 62-03/04 qM � 123-03/04 D 92-03/04 AS 124-03/04 D 63-03/Q4 D 93-Q3/04 D � _ 125-03/04 D 84-03/04 D 94-Q3/04 AM 128-03/04 D 65-Q3/Q4 D 95-03/04 D � 66-03/04 D 127-03/04 AS 96-03/04 D 128-d3/04 67-03/04 AS 97-03/04 AS ltem t D � 2003l2004 Pubiic Hearing Resut�s �`�� 1�J�� 6 � �-� �3ENERAL BUILDING HEIGHTS AND AREAS � u'ldin based on the occu anc 509.2 Grou S-2 enclosed or o en arkin ara e with to each por[ion of the b ► g p y p P P � � g ctassification of that space except that the most restric- Group A, B,M, R or S above, A basement and/or the first � tive applicable provisions of Section�403 and Chaptec 9 story above gcade plane of a building shall be considered as a shall apply to the encire building or portion thereof separate and distinct building for the purpose of determining 508.3.2.2 Allowable area and height. The allowable �ea limitations,continuity of fire walls, limitation of number area and height of the building or portion thereof shall be of stories and type of construction when all of the fallowing � based on the most resirictive allowances for the occu- conditions are met: pancy groups under consideration for the type of con- 1. The basement and/or the first story above grade plane is struction of the building in accordanee with Section of Type IA constructian and is separated from the build- 503.1. ina above with a horizontal assembly having a minimum 508,3.2.3 Separation. No separation is required 3-houc fire-resistance rating. between occupancies 2, Shaft,staizway,ramp orescala[orenclosures through the horizontai assembly shall have not less than a 2-hour Exeeption:Group H-Z,H-3,H-�t or H-5 occupancies fire-resistance rating with opening proteetives in accor- shall be separated from all other occupancies in accor- dance with Table 715.4, dance with Section 5�83 3. Exception:Where the enclosure walis below the hor- 508.3.3 Separated occupancies. Buildings or portions of izontal assembly have not less than a 3-hour baildings that comply with the provisians of this section fire-resistance rating with opening protectives in shall qualify as separated occupancies. accor�dance with Table 7I5.4, the enclosure wal}s 508,3.3.1 Occupancy classification. Separated occu- extending above the hoii2ontal assembIy shall be per- pancies shall be individualIy classifier� in accordance mitted to have a 1-hour fire-resistance rating, pro- with 5ection 302.1 Each f re area shall comply with this vided: code based on the occupancy classification of that por- I The building above[he horizontal assembly is [ion of the building not required to be of Type I construction; 508.3.:3.2 Allowable area. In each story, the building 2, The enclosure connects less than four�stocies; acea shall be such that the sum of the ratios of the actual and floor area of each occupancy divided by the allowable 3 The enclosure opening protectives above the area of each occupancy shall not exceed one. horizontal assembly have a minimum 1-hour 508.3,3.3 Allo'�vable heigh�Each occupancy shal(co�n- �re protection rating. ply with the height limitations based on the type of con- 3. The building above the ho�izontal assembly shall be per- sUuctioa of the building in accordance with Section mitted to have multiple Group A uses,each with an occu- � 503,1.The height, in both feet and stories, of each fire P�t load of less than 300,or Group B,M,R or S uses. area shall be measured from grade plane. 7his measure- ment shall include the height,in both feeE and stories,of 4 The building below the horizontal assembly is a Group intervenin;fire areas S-2 enclosed or open parking garage,used for the park- I ing and storage of private motor vehicles. Exception: Special provisions permitted by Section 509. Exceptions: 508.3.3.4 Separation. Individual accupancies shall be I. Entiy lobbies, mechanical rooms and similar separ�ated from adjacent occupancies in accordance with uses incidental to the operation of the buitdirtg Table 508.3.3 shall be permitted. 508.�.3.4.1 Construction. Required separ�ations � Multipte Group A uses,each with an occupant shali be fire ba�riers constructed in accordance with load of less than 300, or Group B or M uses � Section 706 or hocizontal assemblies constructed in shall be permitted, in addition to those uses accordance with Section 71 l, or both,so as to com- incidental to the ope�ation af the building pletely separate adjacent occupancies. (including storage areas), pcovided that the entire st�uctuc�e below the horizontal assembly � is protected throughout by an approved auto- SECTION 509 matic sptinkle� system. SPECIAL PROVISlONS 5. The maximum building height in feet shall not exceed � 509,1 General.The provisions in this section shall permit the the limits set forth in Section 503 for the building having i,, use of special conditions that are exemgt from,or modify,the �e smaller allowable height as measured from the grade speciFic requirements of this chapter regarding the allowable p�ane. heights and areas of buildings based on the occupancy classifi- 509.3 Group S-2 enclosed parking garage with Group S-2 �cation and type of construction,provided the speciai condition open parking garage above.A Group S-2 enclosed parking complies witi�the provisions spec�ed in this section for such gazage located ia the basement or first story below a Group S-Z candition and other�applicable requirements oF this code. open parking garage shall be classified as a separate and dis- ! � 82 20061NTERNATIONAL BUILDtNG CODE� r � GENERAL BUILDING HEIGHT5 AND AREAS �r � tinci building for the purpose of deterrnining the type of con- in both feet and stories,of the portion of the building above the struction when the following conditions are met: open parI:ing garage shall be measured from gcade plane and � 1. The allowable area of the structure shall be such that the shall include both the open parl:ing garage and d�e portion of suin of the ratios of the actual area divided by the allow- �e building above the parlang garage able area for each separate occupancy shall not exeeed 509.7.1 Fire separation.Fire barriers constructed in accor- � � 1 0. dance with Section 706 or horizontal assemblies con- 2. The Group S-2 enclosed parking garage is of Type I or II stTUCted in accordance with Section 71 I between the consWction and is al least equal to the fire-resistance P�'�ng occupancy and the upper occupancy sha11 cotre- requirements of the Group S-Z open pactcing garage, spond to the required fire-resistance raEing prescr�bed in � Tabie Sd8 3,3 for the uses involved The type of const�uc- 3. The hei�ht and the number of the tloors above ti�e base- tion shall apply to eaeh occupancy individuatly,except that ment shall be limited as specified in Tabie 406.3.5. slructutal members,including main bracing within the apen � 4.. The floor assembly separating the Group S-2 enclosed parlcing structure, which is necessary to suppoit the upper parking garage and Group S-2 open parking garage sha11 occupancy, shalt be protected with d�e more restrictive be protected as required for the tloor assembly of the fre-resistance-rated assemblies of the groups involved as Group S-2 enclosed parl:ing garage.Openings between shown in Table 601. Means of egress for the upper occu- � tt�e Group S-2 enclosed parking garage and Group 5-2 p��cy shall conform to Chapter 10 and shall be separated open parl:ing garage,except exit openings, shal] not be from the parking occupancy by fire barriers having at least a required to be pr�oteeted, 2-hour fire-resistance rating as required by Section 706 with 5. 'The Group S-2 enclosed parking garage is used exclu- self�closing doors complying with Section 715 or horizon- � sively for the parking or storage of private motor vehi- �l assemblies having at least a 2-hour Cre-resistance rating as reqaired by Section 711,with self-closing doors comply- cle5,but shall be permitted to contain an office, waiting �ng with Section 715. Means of egress fr�om the open park- room and toilet room having a total area of not mare than �ng gaz�age shall comply with Section 406.3. � 1,000 square feet (93 m=), and mechanical equipment rooms incidental to the operation of the building. 504.8 Group B or M with Group S-2 open parking garage 509.4 Pat'king beneath Group R. Where a maximum above.Group B or M uses located in the basement�r first story one-stocy above grade plane Group S-2 par�king garage, below a Group S-2 open parking garage shall be classified as a � enclosed or open,or combination Ehereof,of Type I consuvc- sepazate and distinct building for the purpose of determining tion or apen of Type IV cons�ruction, with grade entrance,is �e type of constructioa when all of the follou+ing condidons provided under a building of Group R,the nvmber of stories to �e met: � be used in determining the minimum type of construction shall 1, The basement or firs�story shall be Type I or lI construc- be measured from the floor above such a parking area. The tion, but not less than the type of conswetion required floor assembly between the parking garage and the Group R for the open parking garage above The height and area above shall comply with the type of construction required for of the basement or f cst story shaIl not exceed the timita- � the parking garage and shall also provide a fire-resistance rat- tions in Section Sd3 for the Group$ or M uses ing not Iess than the mixed accupancy separation required in 2. Tl�e height and area of the open parking garage shall not Seclion 508 3 3 exceed the limitations permitted under Section 4dfi3. � 509.5 Group R-2 buildings of Type IIIA constructiun,The The height,in both feet and stories,of the open parking height Simitation for buildings of Type IIIA construction in g�age shall be measured fiom grade plane and include Group R-2 shall be increased to six s[ories and 75 feet(22 8b0 ��th the open parlcing garage and the basement or first mm)where the fust-fIoor construction above the basement has story � a fire-resistance rating of not less than 3 hours and the floor 3. Fire separation assemblies between the open parking area is subdivided by 2-hour fire-resistance-rated fire walls garage and the basement or first story use gi�oup shalI into areas of not more than 3,000 square feet(279 m�). conespond to the required fire-resistance rating pre- � 509.b Group R-2 buildings of Type ILA construction.The scribed by Table 5083.3 height limitation for buiidings of Type IIA construction in 4, Exits serving the open parl:ing garage shatl dischazge Grotip R-2 shall be increased to nine stories and 10�feet(30 direcdy to a street or pubIic way and shall be separated � 480 mm)whete the building is separated by not less than SQ from the basement or first story use group by not less feet(15 240 mm)from any other building on the tot and fiom than 2-hour fire barxiers consuucted in accordance with lot lines,the exits are segregated in an area enclosed by a 2-hour Section 706 or 2-hour horizonEal assemblies cons[ructed fire-resistanee-rated f re wall and the first-floor construction in accardance with Section 711, or both, with opening � has a f re-resistance rating of not]ess than 1'/,hours protectives in accoc'dance with Table 715.4. 509.7 Open parking garage beneath Groups A,I,B,M and R.�pen parking garages const�ucted under Groups A,I,B,M � and R shall not exceed the height and area limitations permitted nnder Section 406.3.The height and area of the portion of the buiIding above the open parting garage shali not exceed the limitations in Section 503 for the upper occupancy.The height, � 2006 tNTERNATiONAL BUfLDING CODE� 83 ' ,,��,s � ,��Q� C�`o�,, � � ,, , ,.•• •.. � Request for Administrative Modification o �' � ' " �.� ' gICliA6D P. p = a TO: Town of Vail ° �. �`�K' �' � � DATE: June 19, 2007 : � OWNERS NAME: Lion Square Lodge North ; �.��'•, �03256 ;� G ; S I T E A D D R E S S: 6 6 0 W e s t L i o n H e a d P l a c e, V a i l, C O :��` �'••.,,..,,..••' ��: �, RE: Plan Review Comment#3 '��'SFp A�G��` ATTACHMENTS: 1-CMT 3 & 2-CMT 3, 3-CMT 3 •��i��a• � The horizontal separation between the IA Enclosed Parking Garage and the areas above � is 3-hr, as noted on the plan 3/A1.2 and section 1/A1.4. Both 508.2 and 508.3 say the Enclosed Parking Garage "shall be classified as a separate and distinct building for the purpose of determining the type of construction." � Therefore, the edges of the IA construction at that level has no relationship to the edges of any construction type above that level. � Section 502.1 defines the area of a building as "the area included within surrounding exterior walls... Areas of the building not provided with surrounding walls shall be � included in the building area if such areas are included within the horizontal projection of the roof or floor above."Note that the area is not defined by the parking stripes. � Refer again to plan 3/A1.2 and section 1/A1.4. The boundary of the IIIB and IB areas are drawn at the edges of the roof of each of those areas. The imaginary line is at the midpoint between those edges. The imaginary line is not required to go past the 3-Hr � horizontal separation because that is a"separate and distinct building" as noted above. Therefore the only vertical separation required is along the lines of the R-2 units in the IIIB construction type. From the Fire Separation Distance (Table 602): IIIB, R- � occupancy, greater than 10' and less than 30' = 1 HR. However, IIIB exterior walls are required by Table 601 to be 2 HR, so this is the more restrictive. Therefore, we have provided 2 HR walls. � Table 704.8 allows 75%unprotected openings @ greater than 15' to 20' with sprinklers. However, this wall is also a component of the Exterior Egress Balcony(Section 1013.5), , so the more restrictive requirement is for corridors (Section 1016.1), which requires %2 hour rating with 20 minute openings (Table 715.3). � We request an Administrative Modification to allow a deluge sprinkler head at each window in lieu of the 20 minute rating to allow for operable windows at the bedrooms. � Please see the attached sprinkler sketch#3-CMT 3. , , ' � r � � � � � � � r � � � � � � r � � OPERABLE WINOOW. RESIDENTIAL UNIT 0 PENDENT SPRINKLER HEAD SUPPLIED FROM DRY PIPE OR ANTIFREEZE LOOP PLACED ABOVE RESIDENTIAL UNIT WINDOW FOR OPENING PROTECTION. EGRESS BALCONY 0 � x PARTIAL BUILDING SECTION �.�-3 Xxx 5��: ,�4• . ,�-a• �)z�[� � ,,��, :��,,�5'°�� CO�o ,,��. � Q�,� •''•. •.''•�'9 Request for Administrative Modification +��:'R��y�� p�'•.,•O�:� !� tCK JR. : - TO: Town of Vail - : � DATE: June 19 2007 OWNERS NAME: Lion Square Lodge North ��'•., 303256 ••� U � SITE ADDRESS: 660 West Lion Head Place, Vail, CO : F � � '�� : �,,, RE: Plan Review Comment#29 �'�,�`SFQ ,ARG�`��`� ATTACHMENTS: 1-CMT 29, 2-CMT 29, 3-CMT 29, E74-04/OS ��.��.�`�� , Please see the attached sheets showing the path of egress travel with typical furnishings used by existing owners placed in floor plan. The means of ineasurement has been � shown in the requested rectilinear method. Per Mike Perrino, Code Consultants, Inc., the route thru the furniture is measured directly, the same way you would walk. The measured distances are shown in the Table below. � Units 284, 286, 288, 290, 292, 294, 392, and 394 have a common path of egress travel under 75'. � Units 382, 384, 386, 388, and 390 will have no change of use and no change in the Common Path of Egress Travel distance. Therefore, they"are not required to comply � with the code requirements for a new structure"per Section 3403.1. Common Path of E ress Travel � Over by No 1 means of Unit Method (ft) change- egress UNDER Allowed � 75' (75 max per Admin. # Rectilinear allowed 3403.1 Modification � 280 127 52 Z 282 98 23 Z 284 73 X - � 286 70 X _ 288 69 X 290 70 X - � 292 74 X _ 294 69 X 296 91 16 Z � 380 120 45 Z 382 134 59 Y 384 85.5 10.5 Y � 386 88.5 13.5 Y 388 79 4 Y 390 97.5 22.5 Y ' 392 74 X _ 394 69 X 396 90 15 Z � , � � X— under 75' measured in a rectilinear manner Y— CPOET distance unchanged by new construction Z - Administrative Modification because over 75 feet measured in a � rectilinear manner Units 280, 282, 296, 380, and 396 (marked with an Z on the chart above) will have a � change in the Common Path of Egress Travel distance when the building is altered. The occupant load of each unit is under 10. The building as proposed is to be fully � sprinklered. The sprinkler is not required by the 2003 IBC due to construction type, floor area or height restrictions for type IIIB construction type. The egress balcony is also fully spnnklered. Smoke alarms will be provided. � We have consulted with Mike Perrino, Code Consultants, Inc., St. Louis, Mo. At the ICC Public Hearing, February 2005, he presented the E74-04/OS document(attached) as an � argument to revise Section 1013.3 of the 2003 IBC. This was subsequently approved as a change for the 2006 IBC. The increased life safety provided by sprinklers and smoke alarms in R-2 occupancy was deemed sufficient to allow an mcrease of the Common � Path of Egress Travel to 125'. Because the proposed building will provide the same increased life safety as required in � the approved E74-04/OS document(and 2006 IBC) , we request an Administrative Modification to allow an increase of the Common Path of Egress Travel distance to 125' for Units 280, 282, 296, 380, and 396. � , 1 ' ' , ' ' , ' r—� I I I I I I L_J � '�� f < 200=�� R-2 R SIDENTIAL �� oar�}irt. [I � r--� i i L__J ELEV r-� 0 k�:� �� f�� . 1 occ. �� °l/oa�e H n. Yp!}/R. �OI�t/IT. SDH}/R. C A � �f I n n i � � . 950/200= 1049/200=6 R-2 RESIDEf R-2 RESIDENTIA UNIT UNIT 0 ___ � o no 950/200= R-2 RESIDEP UNIT 950/200= R-2 RESIDEP UNIT 925/200= R-2 RESIDEP 931/200=5 UNIT R-2 RESIDEN n� � UNIT � � .R :I ■■ ■ I�_�i ■� ■ Y`263/200=7 occ. R-2 RESIDENTIAL UNIT ■ �I �,� •'• � ■ ■ • ■ • ■�■ ■ � ■ ii � i� ii � �■ • II I�� _I� ,�I■��L_—�—�—i� �J�� J I��L��1��11�1�r� I�L!I�' lJ I� L1F:iv ■i. ■ ;�; �I■ ■i�■■��,��r�'r�.� T :� �� \11�� •n I■ i i ' � L • �'�IM��. ■ . � ■ ��, ■ . ■ �■� �j,j � �Iii1 ''�f_r��I • . • •� •. � ■ --- ■ � ■ �\11�) �� = I��IC=■— ;, � .. . • . � �'� �■ ■ ■ ■ I■ � I�,__ �'�I■�k -- ' ��■ .� ■ I� • ■ �■� ■ ■ [ ��IL � �ii fIN�I . . • ..� � � � I� • ■ �� i'i --- i�f'�I � �j��j�■�L��l� " . • . � � UTiIT 296 C.P.OF TRAVEL=91' TRAVEL DISTANCE ALLOWED=250' ACTUAL=1 10' � Date: Sketch No. 6-28-07 1-CMT 29 � �� t, O C.P.OF TR,4VEL=70' ACTUAL=93' �� , U1vIT 288 TRAVEL DISTANCE � • ,I` „ C.P.OF TRAVEL=69' ALLOWED=250' � Q • • � � • v� U1VIT 290 TR,4VEL DISTANCE ACTUAL=93' � V �. �� iO �' J : C.P.OF TR,4VEL=70' ALLOWED=250' � � : �� . Q " TRAVEL DISTANCE ACTUAL=125' � U � �� UNIT 294 '° �, �T 292 ALLOWED =250' . �y ; v a O � Q . ACTUAL=147' COMMON PATH OF � "� �°% • [j0 � C.P.OF TRAVEL=69' C.P.OF TRAVEL=74' OCCUPANCY: R-2 EGRESS TRAVEL---�� i � �• �� .' � � 0 TRAVEL DISTANCE TRAVEL DISTANCE ONSTRUCTION TYPE:38 TRAVEL DISTANCE� s �� .� ••t�� ALLOWED =250' ALLOWED=250' � r�Aj.� �� • '�•,�V,,� ACTUAL=98' ACTUAL=129' s6 0 - - --- - �41�[i{�11 3 SECOND FLOOR CODE D�AGRAM Al 2.1 a SC11LE: 1•=20'_0" 1 i ! �. l � l LIONSQUARE LODGE NORTH � LIONSHEAD PLACE � VAIL,CO � ,., , � � ,E �,,, __ � J�r.� � � � � ,,, ,o„#".,o ;�o, � � ��0 � i -I �[�7 0 �' �� . �� '��i � ►�CC�7��=%��; .:.� ..i� ��.....��, ,�, �f;�"�II�� r,. ' ��-�:�3,��lii"�;�1 �� i `yT „ �� 0 �,�� , -- � ��-. „ �iW�l�� 3�1i1�7• ■ � •'• ■ ■ ■ ■ �ii� ■'■ ■ ■ i: • � ■ � J UNTI'396 0 � C.P.OF TRAVEL=90' TRAVEL DISTANCE UNIT 394 ALLOWED =250' C.P.OF TRAVEL=69' ACTUAL=109' TRAVEL DISTANCE ALLOWED=250' ACTUAL=105' � 950/200= +2occ. =7 R-2 RESIDEN EXIT 32 oc� r ��I_ �I -- ��.I • � �� F1C] i � • � �. � • � . • �� ■ �MM� � � 71 I �� 1 --- � � I■I�U��% � = � L1 J�� 0��' ■ � ' • " r r�,� �;�� . � �,_� �� . � 7]�I �� = .. ��. o ii 925/200=5� +2 occ. =7 occ. R-2 RESIDENTIAL ■ ■'■ . . ■ ■ . U � � �3/200=7 occ.+ o«. _ ,o o«. 2 RESIDENTIAL I■ • J� ; ; ;-- � — � � '° �� UNIT 380 /�� U1vIT 382 C.P. OF TRAVEL=120' ' �� O o UNCHANGED CPOET TR,4VEL DISTANCE � '� O ALLOWED=250' U1VIT 384 ACTUAL=133' .,;;f O UNCHANGED CPOET •_�`y � STAIR RUN TO BE ROTATED 180° �� b o DECREASED CPOET DURING T.I.WHICH WILL DEC�DDSE � .. � ��, � O °° UIVIT 388 THE COMMON PATH OF TW.�E � � � UNCHANGED CPOET ° ��'� ��.�, � UNIT390 ,` �� ' a:•� . �'• C3 : UNCHANGED CPOET '`� ' 4 � ,�-� �n pG • UNIT 392 COMMON PATH OF ' �y� c� �: Q : „ � U � � � OCCUPANCY: R-2 EGRESS TRAVEL--�� O � (� � C.P.OF TR,4VEL=74' ONSTRUCTION TYPE:3B TRAVEL DISTANCE�— `s o ••'. �� ' (�� TRAVEL DISTANCE ' : ALLOWED =250' �� ,� �'• •�!� � ACTUAL=125' : '�I��' .•..•'�•.(',� .� � ��°�arrc�er��+ a THIRD FLOOR CODE DIAGRAM A1.2.1a SCALE: 1"=20'_0" Date: ~ skecoh�vo. LIONSQUARE LODGE NORTH � LIONSHEAD PLACE 6-28-07 2-CMT 29 „�„ „� ,<<F=,•�FF� VAL,C(� ;U" ° �E , � , ,o 1 �..._��.,J _�. . ! ......,�,..1 _.......� �._ i � :,.J _.__. I � +�w::..� �i�:..� �..� ti�:�i �.�.J �+.r:�i .,.. .��o';:.,o.,,p'o,,� � uu 85/300 36 -� ,1 occ. I �'�Q---�0 I I � � � �i�:,��,� \ �I II � \ � � � � 0 =�o� NTIAL �►•.�—;��I ��_ „ �� ,_I , _ �_ I � i� �� I i � i:j I� `�� a. r� :i � i � :�14 _1 ' w � I , � �� i�I i `� �� j. `� .� �-_� •� ,—. i__,_ ��i�i��±�� II II I��LJ ■� ✓ v \�� -2 RE I ENTIAL °�1 UPPER LEVEL I /2 2 cc.i �,�,' �` ` UNIT 382 I -2 R s ENTI �\ ��;' � UPPER LEVEL ) ; �� • •� ,:' ----- � / TiIT 384 UNCHANGED CPOET / � � '�� UPPER LEVEL � ` � ,' ----- � o UNCHANGED CPOET � ----- o UIVIT 386 / � UPPER LEVEL / , UNIT 388 UNCHANGED CPOET ° UPPER LEVEL / U1VIT 390 UNCHANGED CPOET / UPPER LEVEL COMMON PATH OF VCHANGEDCPOET EGRESSTR,4VEL-----�� j� t��., TRAVEL DISTANCE—� �� O r� �� ♦ � FOURTH FLOOR CODE DIAGRAM . A1.3 SCALE: 1•=20��° Q � � ° ' '• ♦ • � ♦ • J ,o � • �'�'� � • � i a �� N a � � � � � a� eq - O Q ' � ��" • �d :Y: ' � • . () � �� j • , '-. ;�� . ;�`�',,,,�:..� ,.•G�t,��: 'l�S . ``••O��i1��1►�� ♦ Date: Sketch No. LIONSQUARE LODGE NORTH � LIONSHEAD PLACE ,,,,E t.,,.E, 6-28-�7 3-�MT 29 � i 3 ..,„ „ i � �..! ��..�i r......,1 �J �L,� � �. ; � ; � _ . . _��°� ,.,.w��,.o,,. � 3 � E73-04/05 occupants. � These current requiremenls have the effect of penalizing G�oup R 10'13.3; IFC [B] 1013.3 occupancies,and ignores the code's own�ogic,which permits rr�any all�wances For Group R occupancies,such as spiral s[airs,dead-ends within dwelling units,etc,based on the increased fife safety provided � Proponent: Mike Perrino, Cnde Consultants, Inc., St. by the extra safeguards required. LoUis, MO lt Should be noted thal thls proposal mhrors an ailowance in the currenl Florida Bufiding Code (Section 1004 12}. This propasal is Revise as follows: actualEy mor8 slringent than Florida's,since the Fiorida Buldng Code � does not limit ocxupant laad,only ihe length of a common palh of travel 1013.3 Common path of egress travel. in accupancies Florida is one of the country's largest martcets far naw upscale other than Groups H-1, H-2 and H-3, the common path of �sidentiai muEGfarnNy buldings and holels.This provision has worked weN and has ermitted unNs to be desi ned with a ro riate exils, � egress trave) shall not exceed 75 feet (22 86Q mm). In P 9 PP P occupancies in Groups H-1,H-2,and H-3,the common path based on the retative hazards presented by the accupancy. of egress travel shal)nat exceed 25 feet(7620 mrn). a From U S Census Bureau�taE Statistics at: � ExCeption5' http:!lwww.census gav/statab/wwwlpert7.htmf#households 1. The lengfh of a common pafh of egress trave) in b From U.S.Cens�s Bureau web publication Na.HS-12.Households by an accupancy in Groups B, F and S shall not be Type and Slze: 1soD to 2002 - � mare than 100 feet(34 480 mm),pravided that the hltp://www census_gov/statablhisUO2HSQ012 x1s buildng is equipped throughaut with an automatic Analysts: A question would be if ihis provisian should also be sprinkler system installed in accordance with spplicable to Graup R-3. � Section 9d3,3.1.t. 2. Where a tenant space in an occupancy in Groups Cost tmpact:tvone B, S and U has an occupant load of not more fhan 30, the length of a cammon path of egress public Hearing: Committee: AS AM D � fravel shall not be more than 100 feet (30 480 mm). Assembly: ASF AMF DF 3. The length of a comman path af egress travel in � occupancies in Group 1-3 shafl nat be more than too teet(30 4so mm}. E74-04/05 4_ The lenq�h of a common oath of egress travet in occunancies in Grouos R-1 and R-2 sh�11 not be '1013.3; IFC [B] 4013.3 � more than 125 feet. nrouided that the building is �r�.ected tliroug�out with an approved automafic proponen� Mike Perrino, Code Consultants, Inc., St. sorinkler system in accordance with 903.3.1.1. �,ouis, MO � Reason:In toda}�s residential housing markel,fargerdwelling untts and Revise as follows: guesUooms have become the norm rather than the exception.And while unit size has grown,the statistical slze of Ihe average tamity is 1013.3 Common path of egress travel. In occupancies � essenUally unchanged (persons per hausehold has drupped slighUy other than Groups H-1, H-2 and H-3, the common path of from 2 63 tn 1990 to 2.58 in zOD2).In addiUon, Ehe percentage ot one egress travel shall not exceed 75 feet (72 860 mm). In person hauseholds has increased from 24.6°�6 to 26.3°�6 In the same occupancies in Groups H-1,H-2,and H-3,the common path perioda. This is, however, pari of a conlinuing downwarcJ trend pf egress travel Shall not exCeed 25 feet(7620 mmj. � Average household size in 1950 was 3 38 personsb. Based on ihts atone,as dwelling units get targer and fami{y units get smaller,the code ExCeption5' has Gearly nat kept pace. ' It is iilogical ihai the code allows a maximum occupant load o!50, based an area.in occupancies such as A, B and M,where a large t. The lengfh of a common path of egress travel in � number of occupants can be assumed !o be unfamiliar with iheir an accupancy in Groups B, F and S shall not be � surroundings,betore the requiremenl tor a second exit is imposed, more than 100 feet{30 480 mm),provided that the whlle IimiGng the occupant load oiGroup R oaxipandes to 10_Persons building is equipped throughout with an automatic wlihin their own apartmenis wi11 certainly be fntimately famifiarwith the sprinkter system inStalled in accordance with egress paths within their home.Even in guesUooms,it can be assumed � that persons will be fami�iar with their surroundings. Secfion 903_3_1..1. In addiUon,dwelling units and guestrooms wlll be sprinklered with 2. Where a tenant space in an occupancy in Groups restdenuai rype,quick-response sp�inklers in accordance with Section B, 5 and U has an occupant load of not more � 903.3.2,and be provided with single and mutt;pte station smuke alarms than 30, the length of a common path of egtess per Sections 907.2 10.1.1 and 9D7.2.10.t.2, further protecting the travel sha41 not be more fhan i00 feet (30 480 � IBC-E50 ICC PUBLIC HEARING:::February 2a05 ' ' ' m�)� 105.2, 90Q2 (New), 1013.4.1, '1Q'13.4.2 {New); � 3.. The length of a common path of egress travel In EFG [B] 1002 (New), �013.4.'1, 1093.4.2(New) occupancies in Group I-3 shall not be more than 100 feet(3Q 480 mm). 4. The lenath of a comrrton path of egress travel in Proponent: ban Hooher, Kohls Department 5tore � occu�ancies in Group R-2 shall not be more than 125 feet. provided tha�the buifding is protected 1. Revise as foilows: ��Qugj,iou� with an ap�roved automatic sprinkler � system in accordance with 903.3.1.1. 1p5.2 Work exempt from permit Exemptions from permit requirements af this code shait not be deeme8 to Reason:1n toda�s residential housing marEcet,larger dwel{ing unRs grant authorization far any worlc to be done in any rnanner have became the norm rather than the exception.And while unit size in vialation of fhe provisions of this code or any other law5 � has grown, the stalistical size of!he average family is essentiaUy or ordinances of this jurisdiction. Permits shall not be unchanged(persons per household has dropped slighUy from 2.63 in �quired for the fallawing: 9990 !0 2 58 in 2002}. In addition, the percentage af one person households has increased fram 24 6%f0 26.3%in the same perioda. � This is,however,part af a conUnul�g downward f�end in household Buildiftg: size.Average househotd size in 195Q was 3 38 personsb. Based on 1. One-stOry dEtached aCCessory strllctures used as thls alone,as dweEEing units get 1a�ger and fami{y units get smaller.lhe tool and storage sheds, playhouses and similar code has dearty nat kept pace. uses, provided the floor area does not exceed 120 � It is illogical fhai the code alfows a maximum occupant load of 50. SqUa�e feet(11.S 5 m�}. based an area,in ocnupancles such as A. B and M, where a large 2, FenCes not ovef 6 feet(1$29 mm)high. rnunber of accupants can he assumed to be unfamiGar with iheir surroundings,befare the requirement for a second exit is imposed, 3_ Oi) dei7iCkS. � wh11e limitirrxx� the occx,pant toad of Group R occupanaes to to tn no 4. Refaining walls which are not over 4 feet(5219 mm) other occupancy can it be assumed with more certainty that persans in he'tght measured from the bottom of the footing to �nn71 be inUmatety familiar wilh lheir surraundings. the top Of the Wall, unlsss supporting a surcharge o� In addition,dwelling units will be sprinkleted with residential type, impounding Cfass I, II o�III-A liqUids. � quidc-response sprinklers in accordance wiih SecUon 903.3 2,and be �. 1/Vater tanks supported directly on grade if the provided wilh single and multiple stetion smoke alarms per Sedians �pacity does not exceed 5,000 gallons (18 925 L} 9D7 Z.10.7.1 and 907.2_10 1 2,fu�ther protecting the occupants. These current requirements have lhe effect of penaiizing Group R and the ratio of height to diameter or width does not � occupancies.and ignores the code's own togic for many of lhe other exceed 2 to 1_ allowances af�orded to Graup R (spiral stairs, dead-ends within 6. Sidewalks and driveways nat more than 30 inches dwelting units,etc.}based on the increased tife safety provided by the (762 mm)above grade and not over any basement of extra safeguards requirea. story below and which are not part of an accessible � R should be noted ihat this proposal mirrars an allowance in lhe �� current Florida Building Code (Sedion 10041.2). This proposal is 7. Painting, papering, tiling, carpeting, cabinets, actually more siringen!than Florida's,since!he Florida Building Code counter tops and simila�finish work. daes not�imit ocxupanl load,only ihe length of a common palh of Uavel. F►orida �s one ot the country�s largest markets tor new upscale 8. Temporary motion picture, televisian and theater � residential mulUfamity buildings.This provision has worlced well and has sfage sets end scenery. permitted larger unils to be designed wiih appropriale exits,based an 9. Pret'dbricated swimming pools accessory to a Group Ihe retetive hazards presenied by the occupancy. R-3 occupancy, as applicable in Section 1012, � a From U.S Census Bureau V'rtal Statistics a� which are less than 24 Inches(610 mm)deep,do nat http://wwwcensus.gov/stalab/www/pa�tt htmN�households exceed 5,000 gallons (18 925 L.) and are installed entirely above ground_ b From U.S.Census Bureau web publlcation No.HS-12 Households by �p. Shade cloth structures constructed for nursery or � Type and Size: t900 l0 2002 agricultural purposes and nat including service h tto:llwww.census,gov/statab/hisf/02HS0012.x1s systems. ,4nalysts:A quesiion woutd be if thls provislo» should also be 11. Swings and other playground equipment accessory �; applicable to Group R-3. to detached one-and two-famiiy dweUings. 12. Window awnings supporfed by an exterior wall which r Cost tmpact:Nane do not project more than 54 inches(1372 mm)from the exteriorwall and do not require addi�onal suppo�t Public Hearing: Cammittee: AS AM D of Group R-3, as applicable in Sectian 1012, and � Assembly: ASF AMF QF Group U occupancies. 13. Non-fixed and movable fixtures. cases, racks. counters and pertitions not over 5 feet 9 inches(1753 �,,, E75-04/05 mm) in height. � ICC PUBUC HEARlNG:::February 2�05 IBC-E51 ' � � II _ � P '� - � L �: �v � � I� �n I - �.. \ - 2"*-+�' i I _ M � � \ _5" _ - � � \ N � � g 3 /4" � � � �o SLO ry ♦ � � � � \ N v � Q � � � � \ � � � � y M � I � ` ` � � I � � � � ` • � � � I � � ` e,��i�� `� �F ��t p�'�. � � '�� • �Q % ` 1�'-8" 16'-4' 2'-6" 1'- ' 11'-9' 1'-b ,�¢ �1 C H A R••... � 9� ,: t,� D P. 0 . t+�£L K, JR. : I " � I I � I " . ' � . ` ;,��•. 303256 ��C� ; '� �`"` ,A I� � • ..... � SF� AR� .•. �'��•�.�.�•`' . D E F XX G XZ SUMMER �. WINTEk � 2ND FLOOR DIMENSION PLAN A2.2.1 SCALE: 1/8" = 1'-0" I � Mr��K A==o��A �_ �� LIONSQUARE LODGE NORTH � Date: Sketch No. LIONSHEAD PLACE ,,,,,,,.,,,_, 6-28-07 1-CMT 15 VAIL,CO �� ,�� ;,'r',000�a,a,,. � � � � L PE I I II � � cV 1 - j�, I r? 1 � � - `� 4 0 1 Q � �. o a 1 � � � CV � I� I � I \ � ` i � � � � � � �, � . � � � �, I � I 6'-0 1/4"R.O I � � � � � 2E�5�� 2'-5" 3'-0' ��i�� ♦ �� , 5 ,�.• �F C�t ,,� 27'-0" 2'-b�� 6�� 11'-9" '-6 e` ��tr • �� w 4" = �� iRICHARD P, ��,' 5'-b 1/2" � 14'-3 3/4" � � 12'-4 1/4" i 4'-4 � � � ��' �. . • 0 � � / � � . ' I . ; � ; °�,� 303256 ��C� • � '' •'' . �, ti ''•• ......••�� . �,��S�c� AR� ��. D E F XX G XZ �--� `'��••'��`,, �. � 3RD FLOOR DIMENSION PLAN S�MMER WINTER A2.3.1 SCALE: 1/8" = 1'-0" MEIICK ASSOCIniES IhC. LIONSQUARE LODGE NORTH � Date: Sketch No. LIONSHEAD PLACE , F,,,,,.EE 6-28-07 2-CMT 15 ".` "`<�°.` VAIL,CO �� t w,°' ,:.'E.000�o,oz:, 1 � — --� —� —s —E —w —� —�t —� —� —[ —� —E � ----� —� —t — — FLOOR / CEILING TYPE DESCRIPTION �N)TOWERS FLOOR/CEILING ASSEMBLY(2ND-6TH FLOORS): F� 4 1/2"CONCRETE ON METAL DECK W/ SPRAY FIREPROOFING ON BEAMS AND UNDERSIDE OF DECK.BASED ON U.L.DESIGN#D730. (N)FLOOR @(E)DWELLING UNITS 1 �'CONC.TOPPING ON PLYWOOD ON WOOD JOISTS,RE:STRUCT., F2 W/(1)LAYER�"TYPE'X'GYP ON UNDERSIDE OF STRUCTURE.BASED ON GAFILE#FC5116/UL516 F3 (N)TOWERS FLOOR/CEILING ASSEMBLY(@1 ST FLOOR�: ^ L4 1/2"CONCRETE ON METAL DECK W/ SPRAY FIREPROOF S AN NDER E OF K.BAS ON U. ESIG D759. (N)MECHANICAL FLOOR C�(E)BLDG pa 4"CONCRETE SLAB ON WATERPROOF MEMBRANE ON 5/8"PLYWOOD SHEATHING ON 14"BCI's,RE:STRUCT.W/CEMENTITIOUS SOFFIT BOARD @ BREEZEWAY CEILING FS FINISHED FLOOR PER SCHEDULE OVER SLAB ON GRADE (N�FLOOR @(E)DWELLING UNITS Fb 1 �"CONC TOPPING ON PLYWOOD ON WOOD JOISTS,RE:STRUCT., OVER CRAWLSPACE STC FIRE RATING REQUIRED PROVIDED 2 HOUR 2 HOUR 1/2 HOUR 1/2 HOUR 3 HOUR 3 HOUR NOT RATED NOT RATED NOT RATED NOT RATED NOT RATED I NOT RATED ,,,��11111��, �_ , `� ��,, � �s ��y��7 .. ,��Q�►�i � � , O s ♦ � `•� � � � � e � � � � �� . • (i N � . - � o � O - � � • � p.� � n. : CODE SHEET ��fi,��' •'�� A1.1 SCALE: NTS � � O �. �c T.. ..OD ,� , ,. Date: Sketch No. 6-28-07 1-CMT 3] ��r► LIONSQUARE LODGE NORTH LIONSHEAD PLACE VAIL,CO WALL TYPE DIAGRAM .�. •�- .,;� ��i=ii=ii=�ii=ii`=i =n=n=u= �I��\ Mr��K �sso��,ts �� . -��-�� - / �ii � ��i'�/��e�i�li�' �%iii,i�/�i��//r��' I�i� �ii�� /i��i'�ir � �� , 1��1��'r1 . II, �� I��I�� , i .. �� ..,..,..,..,.,..,,... . . •.. II � �� .�� .��-�_��.��..�� :=_�- .�..��M �r--�_- i,��i i%,�`% ;?� .i■i�■■■■■i -��.� ,�� /��;�� • ��1�� ',:�� -i�� /r r •. � � � � -- -_---� .�.� �I l 1r A �61%/ ��/ �� / ,`�.-.�I �� ._�I� D�I�� 1 1 l ' ��il;%/�� // �%� �j��i j�� t!� , � �r� 1 A�� . /�� 1"r . ��I �� .T. . ,, %/� �r�� r� , �j� . .�. ,� �. 1 � .� ir �//��i%��//.%I�i�11�'�i� ////. ///�i� .iiiiiii.iiiiiiii�/i�� `�i��. ��wii�iiii�.� ,�� =��—.� '��I�� ' - . tT:it �_��.0•-, �II� �I,�m7 �: . _ �._. !I� �� ....:��.:��%I 0 _�.,.-_ ■%/I.�/I. �----�- � i i� 'lll ,,,� � Y �20�-�o�� I 12 � � � ��ECOND FL�OR 109'-4" � T.O. STEEL 108'-1 1 1/2" � 1 - - -I- - - - I � � VESTIBULE � I I 121 � FIRST FLOOR � I 100'-0" = 812 . � �� .� �� ii � ��v'�`'S` � � � �� `�� '1��X��,�fi� I 'rJ,?:rjj;;L'";�`;- � � ,� � �� <(��( � �.. . a...� �� i i�ij��s��' '�.�; -.�.. � ,�, U �'�i��i�,i� — — — — — — — — — — — — — — � Date: Sketch No. 6-28-07 3-CMT 31 � BUILDING SECTION @ GRID 4 �.3 SCALE: 1/8"=1'•0" NEW UNIT 211 � F3 GALLERY v - w� 122 FS e,��i�� ♦ S �� v � . �`J '9A� •. • � . �'''• . :'/�� ,a. r�re� �,� : Ci , O � � . W � � � � � �� O 9 � � • �%i � • � � • � ' p7 .p ' • • � • (� • � • • � .� �,. ♦ • %►• ••. „ • O•'�� ,�� eT .. .•o ,, ., �, '••�� .•�• LIONSQUARE LODGE NORTH LIONSHEAD PLACE VAIL,CO 1 I - - - i - � � � � � � � i/ Z v o� F3 ELEV MAC H. MFIIC K ASSOC IATfS INC. � SPRINKLER GE VALVE ROOM RO� _ J--� � �� 1/ k I GENERATOR ROOM WALL RATING SCALE: 1/8" = 1'-0" � i :�.__..l :,..�._.� �.._..� �.�.1 � +�.� �.�,.�J �...,,.�.J +�::.�..J 1 1 ,,'�`��e�i��, .'P�,jp a3y '. � �I ♦ s � . �I � « � .,. .,., �y . „ .O.�,'�' �� a s � �' �'� N '�, � � �i�► v� M � : %� •.. � ��,• �,�'�j�' � � ��C��'�� o •l�` ` ��''�•��oo:a.•�. wti,ti,ER Z O WINTER� 2 � ! o � .. . _ . � . _ _ _ � x O z � � � a. o W w � d z � � o aa z 0 � a O M z �, � � � X U � � n `y' O � N Q � , � FIRST FLOOR D101 D102 D103A D1036 D104 D109 . 110A 3'-0" 3'-0" 3�_�� 22'_5" 4� 3'-0" ��_�� 7'-0" 1 3/4" 7'-0" 1 3/4" 7'-0" 1 3/4" 7'_�" 1 3/4" 7'-0" 7'-0" 1 3/4" ��_�� 1 'i/4�� ' �� m' li�� m� e°�`e� ,��♦ ;��oa d��''.. � � �!� : � ..�� .. y , - o �� . . = � A� � � `�� : . Q CC� N + v U a - � �R� M � � � � p� :� • � � �•, �� • � t^ • � ��'. •��! � � •. •� ♦ ;�,�►�,��. , ..••�G�t��. . �` �� `�°e+9r��aa�� HM HM HM HM HM HM GENERATOR ROOM DOOR RATING SCALE: NTS __ ! � i � � � i ULL LITE ECURITY GR ULL LITE TOREFRONI � r � � z C7 � O a. 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RATED O.H. FIRE DOOR s�e��' * o � "s- . � 3HR RATED DOOR&FRAME e4= �r 3HR RATED DOOR&FRAME 4' +`•s`�-` .e y,�, "{�, = - .sf ��,F�' �.` �y � I-1/2 HR. R,4TED O.H. FIRE SHUTTER. TIE TO FIRE L48[[sAI SYSTE(V1. ,,, �.r �•. i�"'.• K k °-1 .. S' f . 3HR RATED DOOR&FRAME `" '''- '. ` '' ' �� '� , _ �r, .. 3HR RATED DOOR&FRAME '`, " � •� 'C;� �e 20 MIN. RATED DOOR&FRAME. PROVIDE SMOKE SE#�!. ' .*�� ,�w 20 MIN. RATED DOOR&FRAME `�' �' �t,. �OORS ON HOLD OPEN,3HR. RATED DOOR&FRAME �'�c�s 6�,,�t �� 3HR RATED DOOR&FRAME � =ULL LITE �Y, 3HR RATED DOOR&FRAME � =ULL LITE z W U C7 �OOR&FRAME,MAGNETIC HOLD OPEN TIED TO FIRE ALARM SYSTEM � �A" � - "� d �-1 l(1(1RC(lN H(ll fl(1PFN '2HR RATFII fl(1(1R R FRAMF W W ¢ � z � FULL LITE,3/4 HR. RATED DOOR AND FRAME � O a � 1-1/2 HR. RATED O.H. FIRE SHUTTER.TIE TO FIRE ALARM SYSTEM. z � 3HR RATED DOOR&FRAME a 1-1/2HR. RATED O.H. FIRE SHUTTER.TIE TO FIRE ALARM SYSTEM. 3'-0" 7'-0" 1 3/4" D1 HM HM 3 HR. 3HR RATED DOOR&FRAME 2 FIRE DOORS AND SHUTTERS SCALE: NTS � :�:.� �..� _ � � i m � �. . � z � � � � � � � � � � ° ro � Q N � i � ___.J _. ! ++�! �::._! +w��..l .�..a:�:! �! �J � � � ! �' PROVIDE SLEEVE IN Q3 CONCRETE SLAB FOR REMOVABLE ACCESSIBLE ,. POOL CHAIR LIFT(LIFT SHOWN DASHED) PER � MANUF. REQUIREMENTS �. � — � � / � �a / F B.——1� ��.: I � � �� '�, / ��/ � � � II � II i�; . II � ' J � II 1a i � � / I 1�� / f•• �- \ \ •�F '�' \\ � ` �� V \ I �.l. � ,. �:: : � ` J � �r �':�� •• � ` :i ,� i: R „_ a� �� \ •�• ' \ �.�.�� .,`�� ,.i.. :s. ,, �+. i. ` �y. ` S. 1 v ��t ",P�♦ �� ,, � � ,,,! � � �� I b y :' ��c�Ae� p. '•. r� : IIf�L1�CK� JR. - 4 SPA PLAN = - . . . A7.4 SCALE: 1/4" = 1 '-0" � � ' k ' • 3o z.�s �, � . . � ��, • . - K SO CIniES IrvC. •,��`SF�•ARG,� �� LIONSQUARELODGENORTH ��r�� Date: Sketch No. LIONSHEAD PLACE ,,,sE 6-28-07 1-CMT51 VAIL,CO �� °'�° _„Ewoop�o,�,,, i Product Printer Friendly Page Page 1 of 4 � ' Print This`Paqe Now� � � ' � �� Life Lifts Independent Living Aids � >Pool Lifts Splash! Semi Portable Aquatic Lift � ��' �� 9 �� Splash!Semi ,..�� -�� Name: Portable Aquatic Lift ��s. Your Price: $3,995.00 �� Manufacturer � } � �� "`� s RMT Aquatics � V, Name: �; � � �f � r ; �� M �� yY § t � ��,� � Y � � Y � rri . ��-*�� ._,�.,��f.�.��....�-'�.�; v, � �« � ._. - , �:a�Ka� ' ,..�'�«�,'.... �zpfi� �� ., ��iw�� .'�3p. � � �� .. �� ., 4 q... ,� .� 5�:_ *a '�,,y. .. a6�.., " � �' ��ds.�a Yb . `a�"" l „-� s� � �' � V �. W. ��. < �� . ,� <.� ,"� �a � � .a� ,#4 � �� '.�,«�-""' � � �� .�.:�:.��,- �._W..� . _�. � � s: �� ` _..�- � �� ,r;i�+.3�`''.'`"".. _ . � . . . � . r � .... ., ,s<-a��'�"� .�'d, � sr�,� � ;�� r_a,:.��. .n ' � .. , a �aY � .�, . k^� �� &„ ,i� � .^� "tiaw.«a.�;�z„ u,�`� . _.,�war .� "� . � ��;�,�� ,�«:,`',,�^�, ��' ._. e-"P' , ��,;, ,�.'r� J� ��`�v ;, . _. � � � � .. '�`�'�'. ,.. ;%� � � �� R ��h� �.,. �� . _ �.d� �� . s wr. � _ . �� .. . .. .,.. _ ., o� ..Y.....�. •e� �� .,. �a-. ��. ..,.3tr,o .W�`° �; Splash!Semi Portable Aquatic Lift RMT Group i`" Splash! Semi Portable Aquatic Lift (ADA Compliant� � The Splash! Aquatic Lift is a semi-portable lifting system designed for swimming facilities seeking to provide user-friendly access to their swimming pools. The Splash!is battery � powered and operated by a screw driven actuator. The design and durability of the system ensures consistent operation and minimizes service problems. � http://www.lifeliftsonline.com/products�rinterfriendly.cfin?PID=29 6/22/2007 Product Printer Friendly Page Page 2 of 4 � � The Splash! lift is attached to the pool deck using a company provided square anchor socket, similar to those used for starting blocks or backstroke flag stanchions. � The Splash! is virtually maintenance free. The components are made from corrosion- resistant materials, including powder-coated aluminum (arms), and powder-coated stainless steel (base, mast, and seat frame). The unique seat of the lift was specifically designed to � provide the user with the greatest possible safety, comfort and ease of transfer. The hand control is completely waterproof, and allows either the user or the attendant to control its operation with ease. The control box and battery are water resistant and should be � protected from long exposure to the water. A small, waterproof cover is included with each lift to cover the control box when the system is in use. If the lift is used outdoors, an optional full cover is available for purchase and is recommended to use to protect the system. � Pricing includes a footrest. We request a Poolside Configuration Worksheet with each order so that the lift can be � engineered to match the each customer's specific pool specifications. The Splash! lift is available in the following forms: � S lash! — Standard S lash! lift rovides 4001b liftin ca acit . Mounted to deck with p p p a p X � company supplied square anchor socket. Splash! Spa - Designed for use with spas up to 52" (132 cm) above the deck. (Check � below to order this configuration) Splash Hi/Lo —The perfect lift for facilities that have an above ground spa and an in- ground pool. The dual position chair allows a sing�e lift to be used in both locations. (check � below to order this configuration) Splash! Extended Reach — For use with pools with unusual gutter configurations requiring La longer reach to the water line. (Check below to order this configuration) � Click here to see a movie of the caddie in use! � � Splash! Cad Drawing � Salash! owner's manual � Splash! specifications FREE SHIPPING!! Nationwide (ships in 1 to 2 days) � MSRP $ 4395.00 Our Price $ 3995.00 � � http://www.lifeliftsonline.com/products�rinterfriendly.cfin?PID=29 6/22/2007 � ' �,.� Component Identification c�p��`� � � Mast � Actuator � /Shaft Hand Control 73�� Actuator Arm / • Chair Support Arm � • . . Actuator/ ,Support Arm Motor Cable � � � � � o 0 �Console Bracket Bolt� Attachment � . _' —Battery Chair Assembl Cover -_ Housing � —Control Box �� 5 � Base Assembly 5 I � (located under �� 4 1/2 Seat Belt Strap 9�� Base housing) 9�� dia. � 6�� —Base Insert Stem 6�� 72" � SIDE VIEW REAR VIEW � 20„ TECHNICAL CHARACTERISTICS • Lifting Capacity: 300 Ib or 375 w/HD • Lifting: Linak LA32 Mechanical Actuator • Max. Thrust: 1680 Ib �„ 359� � ° � •Voltage: 24 VDC 0 0 • Max. Amp: 9 rotation • Max. Speed: 0.59 inch/sec. • Rotation: ITT SWMK 403.033 24 VDC 13 RPM � •Gearing Ratio 9:1 • Power: Linak Rechargeable Battery Pack BAJ1 • 24 VDC, IP65 Gel Lead Acid ' 72„ MATERIALS & FINISH • Base: Powder Coated Stainless Steel • Housing: Powder Coating Aluminum •Arms: Powder Coated Aluminum � • Mast: Powder Coated, Zinc Plated Steel �� DIMENSIONS r = 52 • Base dimensions: 18 inches diameter ;------------------------------ - ' � --- •Total weight: 140 Ib •Overall Height: 73 in •Overall Length (footprint):70-76" (fully extended); � 53"stored position � �i RANGE OF MOTION 1$ • Lifting: -Variable to suite needs of pool � TOP VIEW -aa"total travel with standard actuator -Seat Depth 18-20" below waterline �� • Rotational: 359°total rotation s � i , , � :-__� __ .� _._� :� .�:.�� r � � . � �� Architectural Engineering Consultants Mechanical, Electrica( & Lighting Design Services A LEEDTM Accredited Professional Office � To: PERMIT NUMBER: B07-0066 � INTERNAL NUMBER: 3616 � JURISDICTION: Town of Vail ( Duskin Lowe � Tom Kassmel, Town Engineer r.. PROJECT NAME: Lion Square Lodge North SITE ADDRESS: 660 West Lion Head Place, Vail, CO From: �� Brent Wilson, AEC Mechanical Engineer June 27, 2007 Dear Duskin, Tom, James and all with the Town of Vail, ,.a This letter has been written to address the Second Plan Review comments, in particular Achitectural Comment#31, for the Lionsquare Lodge North Project. It is meant to address the mechanical, plumbing 8� electrical changes made as a result of the revised three hour rating applied to the "egress corridor." (6) 8.5x11 drawings have been updated and attached to .�. respond to#31-Sheets MV2.0-1, MV2.1-2, P2.OB-1, P2.9B-3, P2.1 B-1 & P2.26-1. All mechanical piping and plumbing lines not associated with equipment and or spaces within Gallery 122 8� Vestibule 121, have been re-routed. Only the electrical, mechanical piping and plumbing lines required for those spaces, and subsequent u equipment remain within. � Brent Wilson, ME , ' ' 1 � � 40801 US Hwy 6& 24, Ste#214 Avon, Colorado 81620 Post Office Box 8489 Avon,Colorado 81620 '� Phone: 970-748-8520 Facsimile: 970-748-8521 Email: brent(n�aec-vail.com Web: www.aec-vail.com � ii v ° O 7 1"SMS&SMR 2 1/2"CWS&CWR 2" HWS& HWR IDAMPER � � Q� 3 3/4"CWR, CWS, HWS& HWR — TO MOTORIZED �INTAKE DAMPER / EF-1-� � 17 CO ,_0"AFF 'I"I' �`I I 3 T �T i� � > > �� UU22 Architectural Engineering Consultants Mechanical&Electrical Design Services PO Box 8489,40801 US Hwy 6&24,Ste 214,Avon,CO,81620 Telephone: 970-748-8520 Faac: 970-748-8521 www.aec-vail.com � J � T.A I R J�o� HWS SMS SMR— STORAGE ou5.J �II' � =x ��, 12x12 �� BDD 200-R FD ,--. � m VEST. 008 �-�-�-� �� 2 1/2"CWS&CWR UU== 1"SMS&SMR I I 2" HWS& HWR �� R 1 6 ELE`✓. MECH 007 �t�Y'v „�� ,,;;.. �� ,,� r � ��r `-"��"' �= �o � V� ` ��- ' � ;"�- �. �, , . �% 2� �� ;- . �. `_. ,�;_ o.�`:, NORTH PARTIAL BASEMENT FLOOR MECHANICAL PLAN SCALE:1/8'=1'0' LIONSQUARE LODG NORTH B UILDING VAIL. COLORADO rn,w„er ioe x BFW 26662 PARTIAL BASEMENT MECHANICAL PLAN V2.0- 1 1 of 3 s ro.auk dp4orv�MwR h� ! �.__l _... � �_._.! �..._:.J .�J _ � �! ��..J �. _ 1 _ 1 �_�. � .� 1 T . �. ��, ��ma , �� 6"0 WALL CAP , -�j TO F aa � 3"CWS& CWR � 'HWS& HWR�\ i m ��II/ v - v� B — e ' i :_ � � � � �' � II SM II 4 � � I .�t r s Lct rr�,q�r, ' F2Ei.;;��'r�r. � H��c�� VAL� � ;,; � . � OFFI�E �,�^ �'� , � ,: 10� c° �7 p�' ; � v - 7000-I — `�^ �,+,.� i ; )-E __ ' ' . � GEN. R00M �o� ��4i W T ' ELEV. LOBBY 110 A 220-S 12x6 SM Q 5 a \�1" HWS& HWR I TO FC-7 T � � � � � `��CWS 8�CWR I : . . � C � � ( STAIR � 9 � � MAID� �- ( I SZ - 111 CLOSETO s� �2 1 � ' Io �� ! � 480 SQFT I � 112 O4 � � - _.mm I � — _ o LOCATION OF RELOCATED DRYERS. NORTH 2" HWS& HWR, 2 1/2"CWS&CWR UP,2" HWS&HWR,2 1/2"Hws&HwR�N. PARTIAL FIRST FLOOR MECHANICAL PLAN 1-1/2 HOUR FIRE RATED POWER CLOSED,SPRING OPEN DAMPER INTERLOCKED TO 3 SCALE:1/B'=1'0' OPEN WITH OPERATION OF EMERGENCY GENERATOR. ,. ,. ,. Architectural Engineering Consultants _ Mecharucal&Electrical Design Services PO Box 8489,40801 US Hwy 6&24,Ste 214,Avon,CO,81620 Telephone: 970-748-8520 Fax: 970-748-8521 • www.aec-vail.com LIONS QUARE LODGE NORTH B UILDING VAIL, COLORADO PLAN REVEIW COMMENTS 6/27/07 �� _ � � �. _ � �. i .� � � .� � ' � _ � ��. � =--� ..�_� DnwnBy: IOBk BFW 26662 PARTIAL FIRST FLOOR MECHANICAL PLAN V2. 1 - 1 2 of 3 �rnfs�o.arkdpyO+F��Rh�_ � � �� `.W.�� .. � � .� ---� 16x8 RETURN AIR OPENING IN WALL ABOVE CEILING I � � � � , i !20-S 12x6 FC � 42 9 ■ 18x12 300-E L-1 � � � . . �i � ' � ' �ti C 440- � 440-R 24xe � 24x24 12x1 �--,.. ' VEST. - - - � A 24x6 '... � � a � ��a�� `+ I�� o „ •;O- �— � �,7�[\ �w�� 26x4 N GALLERY `� 122 ' VESTIBULE 123 � � � � � 18x12 300-E L-1 � � Architectural Engineering Consultants Mechanical&Elechical Design Services PO Box 8489,40801 US Hwy 6&24,Ste 214,Avon,CO,81620 Telephone: 970-748-8520 Fa�c: 970-748-8521 www.aec-vail.com �=�1� �■� � �=`�� ' � i ■I ■ '� V • � � 26x4 TO FC-6 QQ 16x4 12 400:R B t EF v 8�� 3 � WALL � CAP I � I � IC 350-S 24x24 FACE I 10 NECK 18x12 I L-1 200-OA � I I � _ J .�,{en .��,, ` ��i�� WALL _ , " (� r 6�� CAP � � H F;,^ .�c� � ;� 4�� 4„� `� �`�� >-� , NORTH �� ._-,. PARTIAL FIRST FLOOR ,^ `'� � �`�' MECHANICAL PLAN � . � � ' SCALE'.1/B'=1'0' LIONS QUARE LODG NORTH B UILDING VAIL, COLORADO PLAN REVEIW COMMENTS 6/27/07 �..�.� .� ,� �._� .��__� �__, � � �.,� �, � I BFW I 26662 I PARTIAL FIRST FLOOR MECHANICAL PLAN V2. 1 - 3 of 3 ecs+r�s�omcut qd�p mwWs h�_ � w � �. :W..� � �� ...., ,.� � i � .� � u11 YY � 6" CW UP � � O O 4"CW • - - i - o � 27 HB-1 14 _ � . 11 12 � ELEV. � Y°v 6„W I - - - - - - � MECH � � ELEC. ROOM � 003 �I, � ��] VEST I � 28 0 0 ' 18 6��w � 6��W S TA I R L3 � 002 � 3 � I I_L!�1J E !.!_-� � � — — — —MPG— — — � � 2-WAY 20 2"MPG COTG � I � II.E. 8115 i � ,<<,�.�,:;. (�--Es.4, �'.�- � � O" ^` ,.. ,�, lo ' �( :7U' V (� Y\,/ � `'� �� < �` �✓"`'�' �- ` � � ,.` � ,., ,, — � i � i� - - - , %4°Hwc - - - - 2s — — — — _ _ � _..'r' 2' MP i 3/a" HWC %a�� HWC 2 Y" CW � G ; 2" HW � 2Y" HW 2 Yz�CW �' ��G ❑ WH-1 i � _ � PP � 13 o--------� � � ❑ WH-2 , - -� - 19 - - - - - - -�- - - - gO - - - - �j � �� – �❑ WH-3 I NORTH 10 O I PARTIAL BASEMENT �°cw PLUMBING PLAN IN (E)C I SCALE:VB'=1'0' SPACE Architectural Engineering Consultants Mechanical&Electrical Design Services PO Box 8489,40801 US Hwy 6&24,Ste 214,Avon,CO,81620 Telephone: 970-748-8520 Fa�c: 970-748-8521 www.aec-vail.com � vAIL, COLORADO PLAN REVEIW COMMENTS 6/27/07 � � � rn,wo ey: ioe x BFW 26662 PARTIAL BASEMENT PLUMBING PLAN P2.OB- 1 ' 1 of 5 ycorn:ro.aw.k dp1�rR mpawn h�_ -..._. � _ � Architectural Engineering Consultants Mechanical&Electrical Design Services PO Box 8489,40801 US Hwy 6&24,Ste 214,Avon,CO,81620 Telephone: 970-748-8520 Fax: 970-748-8521 www.aec-vail.com .... � LIONS OUARE LODGE NORTH B UILDING VAIL, COLORADO PLAN REVEIW COMMENTS 6/27/07 BFW I 26662 PARTIAL BASEMENT PLUMBING PLAN P2.OB-2 2 of 5 ion s�o.�cur 4oMo+P adP�a�ha h� _... .1 ._.. ..J � -� � 15 I.E. 8126 �p � ELE`✓. MECH �--- Q Q? 2s Q 0 i � U I 4"CW� � � 29 `� WATER ENTRY DETAIL ON P1.1. 29. 4" CW UP. SEE P2.1 FOR CONTINUATION Architectural Engineering Consultants • Mechanical&Electrical Design Services PO Box 8489,40801 US Hwy 6&24,Ste 214,Avon,CO,81620 Telephone: 970-748-8520 Fax: 970-748-8521 www.aec-vail.com R � � � � I , '', I I � �...�. .� Q PARTIAL BASEMENT PLUMBING PLAN SCALE:1/B'=1'0' LIONS QUARE LODGE NORTH B UILDING VAIL, COLORADO PLAN REVEIW COMMENTS 6/27/07 ' � ,,�xru�rz,cui�, '— r�� ., . �L �r.1 �.r�:.;., � � v F ,c_ . � .;� , ,. � a _ ,.. ,� -'. f `:: ' 4 z � �:�. . • x, ':,1 I I �_ I I NORTH r.. rn..�sy: ioex BFW 26662 PARTIAL BASEMENT PLUMBING PLAN P2.OB-3 3 of 5 e�sron s�park dpyWp ttl'aW14�F 7 � ,, � � � � cw-� � 8 4"CW 10 ELEC. a�� o ROOM 20 116 16 o D.S. 1 �1 Ya" MPG 1" MPG MPG � 1" MPG MPG 4�� D.S. 20 �CW 4"SD 55 Q3 �� 55 19 �� GAL�ERY 122 � VE TIBU 123 ,� VESTIBULE 121 � � n 55 _ CW FPHB-1 � 48 �, �4°cw .� ,, r, ..:u� , <<. /�V * G. .� k `<� ' � �� - �� , , , . . " . Y _ � � ,l_ �. _...� _ ._..,, �_� —� _�___«. 54. CONNECT 4" SD TO FD-1 8� ROUTE DOWN. N. PARTIAL FIRST FLOOR 55. 4" CW DN. SEE P2.06 FOR CONTINUATION. Q3 PLUMBING PLAN SCALE:1/B'=1'0' 56. %4" MPG UP, SEE P2.2 FOR CONTINUATION. R 57. ROUTE 1 Ya"�MPG TO GAS FIRED GENERATOR AND Architectural Engineering Consultants • Mechanical&Electrical Design Services PO Box 8489,40801 US Hwy 6&24,Ste 214,Avon,CO,81620 _ Telephone: 970-748-8520 Fax: 970-748-8521 www.aec-vail.com _. i � � � � � E NORTH �.,�8,: �oB» 5 26662 PARTIAL FIRST FLOOR PLUMBING PLAN P2. 1B- 1 4 of 5 yts+on s ro.aut qoyuip ctlpa�ye��F_ .._ � � � 15 13 43 � � 19 3�,Sp 16 y 3" D.S. 14 3" D.S. � ,�—.� 20 �— � I� �i,`.�� 22 4" D.S. S 23 ___ _ . � — I � � _ � � �1 � � ��h I � � � 37 1" MPG IN CEILING & %a° MPG BELOW 36 CABINET NEW UNIT 211 � 3"SD a 4� 22 4�� p � ,— �i �: __ / i � r�! � L1. Architectural Engineering Consultants • Mechanica]&Electrical Design Services PO Box 8489,40801 US Hwy 6&24,Ste 214,Avon,CO,81620 . Telephone: 970-748-8520 Faac: 970-748-8521 www.aec-vail.com � � � t � � � � o �.__� �.l I !-^, ��'-, �I n �� I�I .,��I �. LI I � �� 3b 4" • � 42 23 � � 36 � � 25 DD-1 �TAIL, COLORADO PLAN REVEIW COMMENTS 6/27/07 i a jti� �i yli ' <t , �t. Zc` ``'' �� 0� J � �� _ . �- J�. — �' -,. a ` -,��'4�1 . ` �. , , �, ,�. �.. J /" ..__� .�. . �,O � ��Y.; ,,� � � .. _ . ... . .r- DrewvBy: JOBp BF'W 26662 PARTIAL SECOND PLUMBING PLAN P2.2B- 1 5 of 5 ycoronsro.aw�tdpfaipa�pwMa+R_ �_ _ � �._� .� , • � � ' _=� �,,, . . . ---s --- __ . Architectural Engineering Consultants � Mechanical, Electrical & Lighting Design Services A LEED�"' Accredited Professional Office � Email - Memo: To: Mr. Chip Melick From: Mitchell Hyra PE � Phone: (303) 534-1930 �- Facsimile: (303) 534-1931 Date: 06/27107 Reference: Lionsquare Lodge North (14) Page ' � AEC # 26662 ----� � Re: Plan review Comments: _ . � , Gz � � � Please see the attached building department comment responses. � .. Electrical Comments: �'' 155) E2.0: Both electrical room entrances are to swing out. Article 110.26.C. _ _. . _ ___., __ .. , . � �r�. � 156) E2.3 (typical) Maintain fire rating if load centers are installed in rated separation walls. �s the rntent �r�� th_: •ting. Iffhe ' new equrpment will be located to n�aintain code re uir-e ' = fije rafrng. A!! q d buildir�y trre rafings, ti nate i�as i�eet� added to fhe Plan Genera!Nofes. Ptease see attached Sketch SKE3.�-a for ctarifrcation. � 157) E3.0: The#1 awg for#8 150A Feeder conductors appear to be undersized. Table 310.16. -'vnductors _ =CE3.D-a for � 158) Show branch circuit for elevator hoistway venting. E3ra��ch circuiting has been shown to comply wifh this � "KE2.6-a for cf�rification. 159) E3.1: show total amps for the Isc calculation. :sc calculation is dane using an rnfr`nite bus. The total �' • r wilJ be adclPd as requested. (Sheef E3.1 J P/ease see � 160) Show GFI protection for the pool lighting. Show boding for pooL :�c�ol design is ur�der a separafe ' shown wifh-in this design. Please see � ---- -- . . .--- _ _- ._- 40801 US Hwy 6& 24, Ste#214 Avon,Colorado 81620 Post Office Box 8489 Avon,Colorado 81620 Phone: 970-748-8520 Facsimile: 970-748-8521 Email: Robert�i acc-��ail.com Web: ��.aec-��ail.com I � � � • � � 161) Provide branch circuiting for all equipment such as FCU's and CUH's `ranch circuiting has been t,��n�lba�±d sr.hPrlule� � 162) E2.1,E2.2...: Show branch circuiting for new receptacles in units. (ok if shown on TI dwgs) � ) yp g ppear to be an "em". �°�r�e 'XT"wrl!camply wifh Article 700 NEC. 163 E3.1: T e XT em li ht does not a � 164) Note that Type NM (romex) cannot be used in mixed occupancy r:-1 type wiring will naf be used as a ,c � .f,rr-�=�� SKF.?,1'r? i165) If building comments require emergency generator for elevator, provide revised electrical one-line � diagram. r. 166) Verify elevator machine room is rated per IBC chapter 30. om wilJ he in compliartce wifh !BC chapter � � �. _ 167) Ceilings and floor assemblies are rated. Installation of recessed fixtures and access doors to maintain � rating. ,�;,i��r�� ._ ' ' ' ' ' ' , 1 ' ' ' �' f"�'°' i'�" � �"�"' �'# !"""'� f"""""�' ��°�" � �"'"� :'�."�" � � !�""�' t�"' t�"�"" � f�'�," CT/METER HOUSE MDC EAST METERBANK#2 DISC. Q 1 HW3-33 �NEST METERBANK DISC. &MTR STACKS � � 2 HW3-31 FACP M �L M TD HW1 HW3-37 HW ELEC ROOM HW3-35 M TO O� � �O9 � M O HW1-12 EF To PARTIAL M T 5 Gf 15 HW2- f—� HW2-27 HW2-5� - PARTIAL � Architectural Engineering Consultants Mechazucal&Electrical Design Services PO Box 8489,40801 US Hwy 6&24,Ste 214,Avon,CO,81620 Telephone: 970-748-8520 Fa�c: 970-748-8521 www.aec-vail.com H W 1-28,30 TO rHW1-12 PARTIAL ELEV. MECH 003 / HW1-5 PARTIAL UH M � TO . __,. ._.... r �,�,�% �l b� K ��_. •H �p WP b-1 GFI GFI e FPEAST 14 VEST. HW2-29 MTR- PARTIAL � BANK �� , 'N1 #1 DISC. �/�TAI R HW1-7 �Q2 GFI 14 � CU M T� 2 H W2-29 PARTIAL HW2-7 � PARTIAL PARTIAL BASEMENT ELECTRICAL PLAN SCALE: 1/8"= 1'-0" SUMMER WINTE � ' �/G�� a ( <`q�c{�uz��. HW3-1,3 DATE: JUNE 27,2007 DRAWN BY: DCF AEC PROJECT# 26662 PROJECT: LIONSQUARE LODGE NORTH BUILDING VAIL, COLORADO SHEET# SKE2.0-a � , £ ,. � � U WU - �� N ?j N U (� � � O .- ? Z � � a N a N Q w o � � � � 0 w � a � W Q N m a J J OsN- LL1 � � W � p � � � J Q a N p N O Z Z � � � C� a v � � H W � <O Z � � w pw m � wo N O � � � J d � J � O U N � O � O Z W � � � � � � � U � � O J � � ~ � a ~ w W Q m (q , > 2 O Z C9U � � � p � X � OzOOZO � Q � W HOU � � U � � UHw V � J (� � � w � � � Z � � f� 0 m � � � �a W w w w � � J � � W � } O Z � � � � a � QQ p w Z � V O =a za � 0 � O � xswp � xspwZ � � � U oJ w Z �n � O � Z op � op � a � � � � Q a c=n � Q � p � Q � U � � U � � � � N D a � p � oo � c� m � aza �zazv � Q � �° o Q = Z � = Z � w � � �, � ° � � ° ° W � w � J � f 3 A � I 1 N M y li a O � ' � �"� Z � � � J � W � � � � a "' �' Q J v, �Q � V �� Z �, wQ Q � � Z =� � � D �� W � ` � ~ V �° � � � N Q J Q � W � J � U ^ � o O� � o0 � W �a a � O N � '� N O � i !/� ti > � _.. O J '{�'i �. ¢ n t rn Q U �n ^v�'o � �� C N � 00 x � � w Q -{~i N fn ttl O � Z �n =� � Q N w � m � N � ;� ° ? � Q � � a '� � � � � i�. � � � . W W �� °� � a � � � � � � � � � � ° � w � � ° � O Z � � F � Q' o PO � w w a a � . ' � NEW UNITS:RECEPTACLES AND OTHER DEVICES TO � BE DESIGNATED IN TENANT IMPROVEMENT PHASE. � _ _. _. ... TYPICAL OF ALL NEW UNITS. PLA N T 6 6� � -- N O ES � FAN COILS/UNIT HEATERS TO BE WIRED IN TENANT IMPROVEMENT PHASE. TYPICAL OF ALL EQUIPMENT STAIFt � WITH NO DESIGNATED BRANCH CIRCUIT. Q 2�O H E2-7 PARTIAL i � irw .s . - , . . , , , , ,� ,..; �r�r//rfi�. �—�...TTTT� 1 �� _ - � � '� � 14 � _ P = FC O HE2-17 �` � � -, M 16 TYPICAL PARTIAL - � � , s � UNI� 4 3 n„ �-;r' �-I 279 - '�,[ HE1-1D °' ;. ,�' �r► �°�., � , CU , FC O 15 �� 5 � ro � M - i � `�. °� ; � i -,° Q �_.=F _ � HE2-1 � ARTIAL �P NEW UMT BY FC � PARTIAL 2�T9 f`. � ....� 43 M 4 . �p HE1-13 �4 HE2-21 D PARTIAL �a l HE2-15 � N n � � �14 PARTAI �/PARTIAL n ( )II PARTIAL 2nd FLOORSUMMER � ELECTRICAL PLAN _ � SCALE: 1/8"=1'-0" a• � DATE: JUNE 27,2007 DRAWN BY: DCF � AEC PROJECT# 26662 Architectural Engineering Consultants PROJECT: Mechanical&Electrical Design Services LIONSQUARE LODGE NORTH BUILDING iVAIL, COLORADO � PO Box 8489,40801 US Hwy 6&24,Ste 214,Avon,CO,81620 SHEET# Telephone: 970-748-8520 Fax: 970-748-8521 S K E 2.�� www.aec-vail.com � � ( !�'"�" �"'� !� r !"�' �' 1"�,"' f�"'" 1"# � i� F,�' �'""�'� !""�"� !""� 1�"�"� 1""��■ �,�, �`.-.�,� � � � � 0►�� ' �;?" . HW2-29 PARTIAL �p 1 �~ O12 HW1-19,21 PARTIAL ��mm�; � HW1-19,21 PARTIAL " Smoke Vent F � Q � HW2-31 Architectural Engineering Consultants Mechanical&Electrical Design Services PO Box 8489,40801 US Hwy 6&24,Ste 214,Avon,CO,81620 Telephone: 970-748-8520 Fax: 970-748-8521 www.aec-vail.com Vent � � J Q TOP OF g SHAFT HE2-1 PARTIAL 6th FLOOR ELECTRICAL PLAN SCALE: 1/8"= 1'-0" SUMMER WINTE ,.�.� iI'. .�--_..��.W� __.�._�.i.a�_ _ ._,� �Q►=�■ m � HE2-1 PARTIA •P 4 HE2-17 PARTIAL - :;:� �-_: � � � ,�� , a�� , (� �� L ..� _.. .,,,�,_, _.� :�� ;.. `�4, 1 13 H E 1-39,41 PARTIAL DATE: JUNE 27,2007 DRAWN BY: DCF AEC PROJECT# 26662 PROJECT: LIONSQUARE LODGE NORTH BUILDING VAIL,COLORADO SHEET# SKE2.6-a � f'�"" �""�' �'�` f"'' 1",� f+�"�, :"""�� f•�"" 1`�""�"' f°'""!� !� � r � � f"a''"°" ''"'� t'�"� DESIGN. AMPS 1 1200 3P,4W 2 1000 3P,4W 3 400 3P,4W 4 225 3P,4W 5 200 3P,4W 6 200 3P,4W 7 150 3P,4W 8 150 1 P,3W 9 100 3P,4W 10 30 1 P,3W FEEDER SCHEDULE COPPER ALUMINUM 3[(4#500 MCM,#3/OG)4"C] 4((4#500 MCM,#250 MCMG�"C] 3[(4#400 MCM,#1/OG)3"C] 4[(4#350 MCM,#1/OG)3"C] (4#500 MCM,#1/OG)3"C NOTALLOWED (4#4/0,#2G)2"C (4#300 MCM,#1/OG)2-1/2"C (4#3/0,#4G)2"C (4#250 MCM,#2G)2"C (4#3/0,#4G)2"C NOT ALLOWED (4#1/0,#6G)2"C (3#1/0,#6G)1-1/2"C n �� (4#1,#6G)1-1/2"C (3#10,#10G)1/2"C Architectural Engineering Consultants Mechanical&Electrical Design Services PO Box 8489,40801 US Hwy 6&24,Ste 214,Avon,CO,81620 Telephone: 970-748-8520 Fax: 970-748-8521 www.aec-vail.com (4#3/0,#4G)2"C (3#3/0,#4G)2"C Q Q (4#1,#6G)1-1/2"C (3#10,#10G)1/2"C FEEDER SCHEDULE NO SCALE Z'�� DATE: JUNE 27,2007 DRAWN BY: DCF AEC PROJECT# 26662 PROJECT: LIONSQUARE LODGE NORTH BUILDING VAIL, COLORADO SHEET# SKE3.0-a 1'�""""' P"'"� � � t_"'� f�..�. F.�„ f_'�" !� !"� f� �°" � f f'�' !� ��.-x.' �.�.�, 3 O �150/3 O �20013 O �20013 O <150/2 O �15012 O �150/2 O (150/2 O (15012 O (150l2 O <150/2 O �15012 O 1 1 Z Z . � . � . . EAST METER BANK#1 1000A, 120/208V,3P,4W �� 42 kAIC I� •• •• PROVIDE(6)150A SPARES-SPACE ONLY PANEL PANEL WEST ELEVATOR EAST ELEVATOR I I 40 HP 40 HP I L e M L 200A3P 200A3P SHUNTTRIP SHUNTTRIP REFERENCE REFERENCE DETAIL DETAIL 10 00 5 5 ,00� GENERATOR PANEL PANEL PANEL HW1 HW2 HW3 rL 30/2 30l2 (3)200A �(3)200A � (3}t00A �(3)200A FRN-R FRN-R FRN-R FRN-R 20013 200/3 400/3 200/3 (3)1200A Q7 KRP-C 1200/3 HOUSE MAIN DISTRIBUTION CENTER "HMDC" 1200A, 120/208V, 3P, 4W 42 kAIC Architectural Engineering Consultants Mechanical&Elech-ical Design Services PO Box 8489,40801 US Hwy 6&24,Ste 214,Avon,CO,81620 Telephone: 970-748-8520 Fax: 970-748-8521 www.aec-vail.com ATS (3)300A FRN-R 400/3 PARTIAL ELECTRICAL ONE-LINE DIAGRAM (3)1000A K000� Q � � � 0 I 15012 i 5012 150Y1 150/2 5`�ti EAST METER BANK#2 1000A, 120/208V,3P,4W 42 kAIC PROVIDE(6)150A SPARES-SPACE ONL �� ONLV (3)100A FRN-R 100/3 DATE: JUNE 27,2007 DRAWN BY: DCF AEC PROJECT# 26662 PROJECT: LIONSQUARE LODGE NORTH BUILDING VAIL, COLORADO SHEET# SKE3.0-b !�"� i�°"�' �"a"�" !� � f� �'""� � � � F"'..� '^�"""a � �""+� �."�"' f� F"""� !� � UTILITY TRANSFO PAD MOUNTED 7 ) ( 7 ) ( 7 ) ( 5 ) ( 5 885 AFC � (3)1000A iK003 � 0 � � � 150/3 150/3 150/3 200/3 200/3 WEST METER BANK#1 1000A, 120/208V, 3P,4W 42 kAIC PROVIDE (6)200A SPARES -SPACE ONLY � � 7 7 5 5 8 8 8 8 8 8 8 8 ,885 AFCQ 33,885 AFC � Q �(3)1000A (3)1000A K 00 3 Q 150/3 O 150/3 O 200/3 O 200/3 O 150/2 O 150/2 � K 00 3 Q 150/2 O 150/2 O 150/2 O 150/2 O 150/2 O 150/2 � EAST METER BANK#1 EAST METER BANK#2 1000A, 120/208V, 3P, 4W 1000A, 120/208V, 3P, 4W 42 kAIC 42 kAIC � PROVIDE (6) 150A SPARES-SPACE ONLY PROVIDE (6) 150A SPARES -SPACE ONLY I , Architectural Engineering Consultants Mechanical&Electrical Design Services PO Box 8489,40801 US Hwy 6&24,Ste 214,Avon,CO,81620 Telephone: 970-748-8520 Fax: 970-748-8521 www.aec-vail.com PARTIAL ELECTRICAL DATE: JUNE 27,Zoo� DRAWN BY: DCF O N E—L I N E D IAG RAM AEC PROJECT# 26662 NO SCALE PROJECT: LIONSQUARE LODGE NORTH BUILDING VAIL, COLORADO SHEET# SKE3.0-c r"_"� �, r�" � � � �"'� �' �-"'� i--� ■� � � r�-�" r� �..� i�"'� r-�� /�'��' GENERAL NOTES ALL SHEETS THE ELECTRICAL CONTRACTOR WILL PROVIDE A WALK THROUGH WITH THE OWNER/ARCHITECT PRIOR TO FINAL ROUGHIN AS FOLLOWS: CONFIRM ALL LOCATIONS FOR LIGHT SWITCHES,ADD THREE WAYS IF FOUND NECESSARY. REVIEW RECEPTACLE LOCATIONS, MOVE AS REQUIRED. PROVIDE UNIT PRICING IF ADDITIONAL RECEPTACLES ARE REQUIRED. REVIEW RECEPTACLE LOCATIONS AT COUNTERS AND CONFIRM IF THOSE RECEPTACLES SHOULD BE ABOVE COUNTER OR BELOW. MOVE AS REQUIRED. IN GENERAL CONFIRM POWER AND LIGHTING REQUIREMENTS. THE ELECTRICIAN SHOULD BE PREPARED TO REWORK SOME DEVICE LOCATIONS. SIGNIFICANT REWORK SHOULD BE FLAGGED AND UNIT PRICING PROVIDED AND WRITTEN AUTHORIZATION FOR ADDITIONAL COSTS APPROVED PRIOR TO PROCEEDING. • EXISTING LOAD CENTERS TO REMAIN IN PLACE WITHOUT MODIFICATION TO THE EXISTING FIRE RATING. IF THE SELECTIVE CONSTRICTION REQUIRES MODIFICATION, GYPSUM BACKING WILL BE INSTALLED TG- MAINTAIN REQUIRED FIRE RATING. ALL NEW EQUIPMENT WILL BE LOCATED TO MAINTAIN CODE REQUIRED BUILDING FIRE RATINGS. � • POOL DESIGN IS UNDER A SEPARATE CONTRACT. GFCI BRANCH CIRCUITS AT POOL WILL BE LOCATED WITH GROUND BONDING NOT SHOWN IN THIS DESIGN. • ALL BATTERY UNIT EQUIPMENT TO COMPLY WITH NEC ARTICLE 700. • TYPE NM (ROMEX)WIRING NOT TO BE USED AS A WIRING METHOD PER REQUIREMENTS FOR A MIXED-OCCUPANCY BUILDING. GENERAL NOTES NO SCALE Architectural Engineering Consultants Mechanical&Elechical Design Services PO Box 8489,40801 US Hwy 6&24,Ste 214,Avon,CO,81620 Telephone: 970-748-8520 Fax: 970-748-8521 www.aec-vail.com � DATE: JUNE 27,2007 DRAWN BY: DCF AEC PROJECT# 26662 PROJECT: LIONSQUARE LODGE NORTH BUILDING VAIL,COLORADO SHEET# SKE3. 1 -a � � . . � Lions uare Lod e North House MDC � Availabie Fault Current Calculation �s�n` �a,.<.00 Utility Fault Current 78,700 amperes kVA 1500 E -� I=kVA x 1000=trens.FLA irana FL4 = 416a � E x 1.732 _ I��.= trens.FLAx 100 a76a transformer Z �i. % k�a=arroeresnoro-circu�itc�.remw�n5symretriai. 1��:, = 297,�p8 amperes Point to Point Method 11ree Phase 208/120 � Length(distance) L = 12 ph„rinum h Mewl Raceway � 1.732 x L x I (ASC) I..,:, = 78,700 � 'f'hacar= N x C x E�-d a c«�d�ci«s N = � per pase - Phasecontluctorconstant C 18,7561v�.:�..��co�du��or Sootani .� VOIt Line lo Lirie E L-L = 'jQ$VOII � f = 1.092 Neu[ralconductorconstan[ C 78,766fdunralConductor 5pp�1 . � Multiplier Volt�inetowuvai E�-N = �ypVon t = 2.185 M= 1 1+f Line to Line M = 0.�78 �-� Line to Neutral M = 0.314 � Fault Curtent at Service Equipment I�c. : M = fault current at terminals of main disconnect L•L= �amperes I,c. x M = faul[cument at terminals ot main disconnect L-N= �. amperes � Lions uare Lod e North-East#1,East#2&West Meterbanks � Available Fault Current Calculation � eyim�swa�. Ver.4.00 Udlily FaultCurrent 78,700 ampe�es kVA = 1500 E 208 I=kVAx 1000=trans.FLA trans.Fu = a76a E x 1.732 � I.�.= trans.FLA x 100 _ 4184 transformer Z �i. % �,=znperesnort-c�rcuac�ne�,tRnfisymretricai. Lu:., = 287,408 ampe�es � Point to Point Method - Three Phase 208/120 — Length(tlistance) L 12 qlurmunin hte[al aareway 'f'factor= 1.732 x L x I (ASC) k�� 78,700 N X C X E L-N M cmtluclors per phase N = PhasecoiMudorcons�ant C = 16,484 Fhas�Conductor 350kari�� Vol[Lme lo Lne E L-L = 'j�Volt . � } _ 1.323 Neutralwnductorconstant C 15,484r��,�ir:.lCcnductoi 35okrni_� � MWtiplier VoltunemNeutral EL-N = �QQVoIt f = 2.847 � "��. M= 7 �. 1+f Line to Line M = 0.431 � - Line to Neutral M = 0271 � � Fault Curtent at Service Equipment � b�. x M =fault current at terminals of man disconnect L-L= �amperes . b�. x M =fault current at tertninals of man disconnect L-N = amperes ' l � 3 - ,�j '.Z : ` � SHORT CIRCUIT � � - CALCULATIONS DATE: JUNE 27,2007 I �` DRAWN BY: DCF AEC PROJECT# 26662 � Architectural Engineering Consultants PROJECT: Mechanical&Electrical Design Services LIONSQUARE LODGE NORTH BUILDING � VAIL, COLORADO � PO Box 8489,40801 US Hwy 6&24,Ste 214,Avon,CO,81620 SHEET# Telephone: 970-748-8520 Fa�c: 970-748-8521 S K E 3. � �I✓ www.aec-vail.com � 4 ' � , ' Vail, Colorado Denver, Colorado Frisco, Colorado ' t V Monroe � Newell � Engineers, Inc. June 26, 2007 � Melick& Associates 355 Teller Street ' Lakewood, CO 80226 Attn: Chip Melick ' Re: Lion Square Lodge North Phase IV(M&N #6640) BUILDING PERMIT#: B07-0066(Internal#3616) ' Deaz Mr. Melick: ' The following are our responses to the structural portions of The Town of Vail Building Department comments for the above building, dated June 7, 2007. We have included the original comment with each response. Our responses are noted with"M&N Response". , Structural Comments: ' 73. The referenced code interpretation paper by S.K. Ghosh indicates that for"building frame system"to be used, shear walis must have integral beams and cotumns to support 100% of gravity loads. Precast cores on this job do not appear to contain such detailing. R=4 is ' required based on the provided code interpretation. M&N Response: ' The reference to Ghosh's paper was made merely to underscore the fact that the definition of a braced frame system,particularly with regard to the , percentage of floor area supported by cores, has been worded poorly in both the ASCE7 and the NEHRP provisions. Even ICC code officials acknowledge this. Monroe &Newell Engineers Inc. has discussed this code ' interpretation with many knowledgeable engineers in the industry, and in our opinion,the towers do not qualify as a bearing wall system. However,the structural design criteria for the new construction has been modified with R=4 1 to result in a base shear coefficient of Cs= 0.044. It is the opinion of Monroe &Newell Engineers, Inc. that this value of Cs is reasonable for a mid-rise structure in SDC B. For additional clarity, see updated spreadsheet of ' structural design criteria. a z007 Platinum ccrporate SPOnsor nl �. �� Colorado ,�Componen[of The American Institute of Architeets �a��.�nonroe-newell.com � 1701 Wynkoop Street . Suite 200 • Denver, Colorado 80202 C3�3) 623-4927 • FAX (303) 623-6602 • email: denver�monroe-newell.com , ' . � 74. EOR Response conflicts with response to#126 which states R=3.0 is used for the structure. If R>3.0 has been used, please address the following for new details 18&19/S5.0: � a. Brace demand AgFyRy=109k. Gusset plate strength 0.9AgFy is only 55k, please increase plate capacity to meet brace demand. b. Detail 19 indicates that a thru plate is"contractor option," however a thru plate is required for ductile seismic detailing. � c. Detail 18 gusset plate thickness and welds are not defined, verify capacity for 109k brace force in tension. d. Verify columns are adequate for brace force 109k plus gravity loading, AISC 341-02, � 8.3. e. Provide shear, compression, and uplift loads for precast contractor base plate design, based on 109k brace demand. f. Detail 18 shows base plate on top of precast core. Typically, per S2.6 braced frames � are supported by steel framing, which does not appear designed for special seismic load combinations, per previous comment#117. � g. Provide worst case braced frame analysis output: West tower on line 5.5, and east � tower on line X. M&N Response: � The design intent to isolate the existing building from new construction has now been carried out in the fortn of a detail cut along grid 14. Since the structures are now mdependent of each other, the R factors can be different for the two structures. For additional clarity, see detail 109/S3.3. � As stated in the initial response, since R cannot decrease with building height, the steel braced frames from 6�'Level up to the roof have been designed in � accordance with AISC 341-02. � a. Capacity of a 5/16"thick gusset plate was computed assuming yield lines taking the form of a Whitmore section (30 degree angle)resulting in lw= � 11 inches and the limit state of gross section yielding is now � �Pn=�AgFy=(0.9)(l lin)(0.3125in)(36ksi)= ll 1 kips which exceeds RyFyAg =(1.4)(35ksi)(2.08in2)=102 kips � b. Detail 19/55.0 now requires a through plate. c. Detail 18/55.0 shows 24 inches of'/4" fillet weld, having a capacity of �Rn=�tLWFE�=(0.75)(0.707)(0.25)(24)(0.6)(70ksi)=133 kips, exceeding � RyFyAg d. The column axial load, Pu, induced by the story shear at the roof, is such that the ratio of Pu/�Pn is less than 0.40. Therefore, the columns need not � be designed to resist the vertical component of the Amplified Seismic Load. e. Load effects where lateral/frame column baseplates meet precast walls � will be provided to the precaster in a timely manner. f. Load effects transferred from braced frames through steel into the cores will be designed for special seismic load combinations where E is taken to � be Em per IBC 1617.1. g. See attached calculations. �, 79. Provide CMU reinforcing splice and development length requirements, per previous ' comment. � ' , ' .. � M&N Response: CMIJ splice and development length requirements are now shown in a table on 53.5 � 81. New sheet S5.4 details 7-11 do not specifically indicate jamb top and bottom , connections. New exterior stud wall opening detail on sheet S1.1 does not address jamb � top and bottom connections, please review and verify this information is provided or verify stud connections are part of the deferred submittal process. New calculations show a calculation for typical stud wall, 6" 18 gauge at 2'-0" o.c., however does not include bearing plus exterior wind load. Verify bearing studs have adequate combined P-M-V � strength per AISI Ch. C provisions. M&N Response: � Cold-formed steel stud design and detailing has not been specified as a performance specification item. Wall studs in the new construction are not load bearing. Rather,they transfer only lateral load into the slab edge and spandrel � beams via track connections. In accordance with AISI Wall Stud Design Guide, slip track 600T200-54 (16 ga) Fy=33 ksi has a design strength of 443 lbs, allowing for the post-composite spandrel beams to deflect up to 3/4". Typical jamb � studs will be connected to track 600T150-43 (18 ga) with (2) #10 screws. See attached calculations. � 85. Footing schedule shows F3 under elevator core near J-7 with only one mat of reinforcing. F6 longitudinal reinforcing ratio is less than 0.0018. Please respond to rebar development issue, in particular at edges of mat foundation and 6'-0"wide perimeter wall transverse � reinforcing. ACI Ch. 15. M&N Response: Per previous response, footing F3 requires two mats of reinforcing since the core � footing will go into double curvature. Sheet 52.0 has been revised to reflect this. 86. A mat footing step detail is required at Cores C & F. It appears details 2&4/S3.0 are � switched on plan at this location given slab on grade location shown in the details. Footing F7 reinforcing is not shown. IBC 1805.4. � M&N Response: i;,� Footing F7 reinforcing has been updated in the schedule. Details at Core C & Core F ha�e been clarified. � 88. If south wall underpinning and shoring is considered temporary, verify permanent surcharge loading from the existing structure plus additions will be coordinated with precaster for their design of precast retaining walls. If permanent, verify appropriate � corrosion protection and materials strengths will be provided that meet code requirements. IBC 106.3.4.2. ( � M&N Response: �,,, Where applicable, surcharge loading diagrams will be provided to the precaster at the appropriate time. Surcharge loadings are dependant on final shoring � configuration. Meetings with the shoring subcontractor are ongoing. ' ' ' ' , I � 89. W18x76 north of line 8 with transfer column above also appears to require a penetration. ' If pipes are centered in W18 beams, several other beams appear to require penetrations, please verify per P2.OA. � M&N Response: Capacity of beams and girders with web penetrations has been calculated in � accordance with AISC Design Guide#2. See typical detail 16/55.3 for web stiffeners around web openings. � 91. Framing plan still does not show beam sizes or reactions on plan. 7"thick topping slab is not identified on plan, provide reinforcing requirements for this thick topping slab. M&N Response: � Beam reactions will be provided to the steel fabricator in a manner that is consistent with his design preferences. Ramp slab reinforcing is now shown in ' S2.1 plan notes. � 93. RAM beam calculations submitted for Beam 53 show 140k reaction, while plans show 107k. North end reaction is calculated also 65k per RAM, and 51 k per plans. Verify all � beam reactions on plans match analysis. M&N Response: � In the current RAM model, sliding snow from the tower roofs has been superimposed onto the balanced snow load on the sod roof(Leve12). Horizontal extent of sliding snow is 15ft from upper eave, per section 7.9 of ASCE7-02. � Beam reactions will be provided to the steel fabricator in a manner that is consistent with his design preferences. 96. As Core A is not used for lateral tower resistance, please describe lateral load path � between level 2 and 3 for north-south wind and seismic loading at the West tower. Braced frame along line A above does not continue from level 2 to 3. IBC 1604.4. � M&N Response: A precast wall has been introduced along Grid C. This lateral element is I continuous to the foundation wall. For additional clarity, see framing plans. � 98. Clarify drawings to indicate cantilevered W21x182 end on the drawings, and show beam splice (gap) befinreen W21x44 and W21x182. � M&N Response: This clarification is now reflected in the drawings. � 99. Verify wind load resisted by Core A is from exterior exposed area of Core A alone, not due to exposed area from the adjacent building. New details 13&15/S5.3 are not cut on plan, please clarify. Building separation of 3/" does not appear to be adequate for seismic � separation for inelastic building displacements or wind drift separation, please review per � IBC 1604.3 &ASCE 7, 9.5.5.7.1. Sheet S2.2, verify north south W27x102 at the west side of Core A is supported by longer east west W27, which in turn is supported by � W27x102 on the east side. It appears W27x102 on west side should be continuous to the � North wall, beam aligned with west W27 beam is not identified. , ' , � � � M&N Response: ' Details 13/S53 and 15/55.3 are now cut on plans. Building separation along the south edge of Core A (Grid 3) has been increased to 1'/2". With regard to the � W27x102 beams supporting Core A, the framing shown is in fact the design intent. The unorthodox framing is driven by architectural considerations. � 101. Please respond to initial comment issues such as gravity loading and wind loading. Details on S3.3 do not address these issues. Beam shear reactions on S2.1 appear too small, especially including sliding snow load from roofs above. Verify east most W16 � beam is spanning through soil, provide corrosion protection per IBC 22032. M&N Response: � With regard to unbalanced snow, see response to comment 93. The eastern most diagonal W 16x31 will, in fact, span through the backfill. Surface coating of steel beam will likely be polyamide ar coal-tar epoxy. Architect of Record shall � incorporate surface preparation into specification. 102. Removal of W12 removes support for landing and new roof structure above, provide calculations to show existing floor system is adequate for the additional stories of loading. � IBC 1604.2. M&N Response: � The landing and roof structure are supported independently of the W 12. It was only supporting non-loading bearing metal stud walls and is not required. � 105. S1.0 Wood notes C permits Hem Fir sill plates, verify bearing stresses are within code limits for Hem Fir bearing plates, where single bottom plates are used. M&N Response: � Since all new exterior walls will be metal stud framing, wood sill plates will not be required. If an isolated case due to an unforeseen existing condition calls for a wood sill,the column size will be adjusted to hold compression below 400 psi. , � 106. a. New roof ridge beam is Versa Lam product, not appropriate for exterior exposure. Please verify engineered ridge beam with open roof will be protected from the elements. � Similar all eave details, i.e. 2,3/S3.4 etc, verify VL beams are fully protected from the elements. NDS 8.1.4. b. 18 Gauge uplift strap per calculations is not shown on the drawings. Verify net wind � uplift pressure anchorage has been p�ovided. Specify sheathing fastening to metal studs for lateral load resistance, per calculations. c. Detail 11/S3.4 cut on S2.4W does not apply to this location. M&N Response: ' Architectural and mechanical revi i s ons have elimmated this roof. � 107. Details on S3.3 have not been revised to show uplift or lateral diaphragm connections. Verify 21/S3.4 is intended to be used throughout the project, please cut this detail on ptan. At other details on S3.3, provide diaphragm connection and verify uplift connection load path is fully detailed. For example, detail 103/S3.3 does not provide a connection , � befinreen new ledger and existing rim, required for gravity loading and wind uplift. �� 1 ' � ' � � i � � � M&N Response: Section 21/53.4 has been cut on plan. Connection at Section 103/S33 is called out on plan. Sections are revised. � 108. New calculations address only north south lateral loading. Please address east west lateral loading resistance. � M&N Response: See attached calculations for lateral in the East-West direction � 109. Hip beams at dormer eave are still unsupported, there does not appear to be any additional note on plan. New details do not clarify the eave support. IBC 1604.2. � M&N Response: E Section 22/53.4 has been added. 110. New sheet S5.4 shows several exterior wall elevations, however details are not shown on plan, and location of elevations is unclear as no gridlines are shown on the elevations. Provide elevation references on plan or otherwise clarify location. Provide girt to column � connection. Provide column to structure connection top and bottom. See other comments � on new details, following. IBC 1603.1. M&N Response: � Elevation references are now shown on plan. 111. Eave support beam at south face of octagon is '12" 14 GA.' Per plan, S2.5E. Beam � appears overstressed. Similar at eave support beams S2.4W, please review where cold formed framing beams remain. � M&N Response: The bending moment in the beam is approximately 8000 ft lbs and the capacity of a(3)— 12"x 14 GA. Beam is approximately 31,000 ft lbs. � 112. A few details are missing, compression ring detail is mislabeled. i M&N Response: � Compression ring detail is 4/55.5, cut on 52.6. 115. Details on S2.3-S2.6 still show several mislabeled details or details that do not exist in � the set. M&N Response: � Detail cuts have been clarified. 117. EOR address support of discontinuous frames, ref. comment#74f. � M&N Response The braced frame on Grid A was considered during design development phase, � but this frame was eliminated in favor of a continuous shear wall. See response to comment 96. � ' 1 1 � ` R � 118. Several beams are still unsized, backspan line G is not provided, shear studs are not provided, details are incomplete per S2.5, several of the new details on Sheets S5.3, etc are not called out on plan. IBC 1603.1. �„ M&N Response: � Beam sizes have been clarified. � 119. Address east west �oading on west tower, per initial comment. Roof deck per plans S2.7 indicates 19 gauge. New calculations show 18 gauge for shear strength and diaphragm deflection calculations, please coordinate drawings with calculations requirements. � M&N Response: Roof framing notes now reflect the requirement of 18 gauge metal roof deck. For � additional clarity, refer to 52.5, 52.6 and 52.7. 122. Deck fastening per calculations (36/4 spot welds with (4)#10 tek per sidelap) is not � shown on the drawings. Details for diaphragm continuity are required on the drawings at steps and ridges and valleys. � M&N Response: � Deck fastening requirements are now listed in the roof framing notes. To address diaphragm continuity, refer to new detail 20/S5.5. � 124. Provide diaphragm and collector calculations for the new steel tower roofs, and for Level 2 where core shear is transferred to perimeter walls. Details are required at isolation joint befinreen West tower and existing building, per the response that isolation is intended. � Verify lateral and gravity support for shed roof adjacent to mechanical penthouse, at L-14 on sheet S2.5. M&N Response: � See new isolation detail 109/53.3, cut along Grid 14. Diaphragm collector element is a flat steel bar chaired up above the deck flutes, detailed as 11/55.2. � Lateral stability of inechanical penthouse is provided by the double layer of 5/8" gypsum board sheathing (architectural wall type W 19). � 125. New wind design pressure calculations submitted do not add leeward pressure to windward pressure calculated. Verify designs are based on combined windward and leeward pressures. Report by Building Consultants and Engineers Inc., Figure 3 shows that existing walls have studs offset, such that sheathing is backed by studs at 32" o.c. � Shear values assumed in calculations assume full blocking of existing sheathing, verify actual walls are fully blocked. � M&N Response: The new wind calculations are using the design wind pressure of ps, per section 1609.6.2.1 of the IBC, states that ps is the net pressures (sum of mternal and � external) pressures that are applied. Shear wall schedule has been clarified to include blocking, existing walls to be verified at time of construction. 129. East-west lateral calculations have not been provided for the existing building. Address � light gauge shear walls used in construction, provide criteria on the drawings (panel type, screwed fastening, hold downs, blocking required, etc). Schedule per S3.4 indicates nailing for metal stud walls, which is not permitted per IBC 2211. � , 1 ' • � I � M&N Res onse: I P Shear wall schedule on sheet 53.4 has been clarified. � 131. Detail reads '505 pcf for soil pressure, please correct the typo. � M&N Response: This typo has been corrected on the drawing. � 134. Core forces are not shown on the drawings as indicated in the response. M&N Response: � Load effects (V, M, N) in the cores will be provided to the precaster in a manner that is consistent with his design preferences. 139. Appears Simpson strap per 202/S3.3 should extend through the double plate, and attach � to roof support wall above, please check. r M&N Response: �" Section is revised. � 140. New calculations show H3 uplift anchors required at the West tower. Details 2,3,4 do not � show H3 anchors. M&N Response: � Subsequent to calculations L90's and A35's were substituted for H3's to provide lateral capacity in addition to uplift. 142. Change to the drawings has not been made. IBC 1603.1. � M&N Response: This detail is now shown in the drawings. � 143. Change to the drawings has not been made. IBC 1603.1. � � M&N Response: This detail is now shown in the drawings. � 144. Change to the drawings has not been made. IBC 1603.1. M&N Response: This detail is now shown in the drawings. � 145. Change adding HSS to the drawings has not been made. IBC 1603.1. � M&N Response: This detail is now shown in the drawings. � 147. Change to the drawings has not been made. IBC 1603.1. , , � ' � �� I � � M&N Response: This detail is now shown in the drawings. � 150. Show details for collectors where core wails unload into first level diaphragm, provide reinforcing across pour joints for shear friction capacity. Increase shear forces at Level 1 for stiffness of core below and associated prying action, which may increase forces by a � factor of 2 to 3. Provide calculations. r" M&N Response: � Lateral shear transfer from Level 1 rigid diaphragm into perimeter walls is now � detailed as 13/55.2. 151. Define deformed bar anchor vertical reinforcing. IBC 1610. � M&N Response: �: Deformed bars shall confortn to ASTM A706 in order to facilitate field welding. .�. Structural Comments on New details � 1. S2.1, S2.2: Structural drawings do not show underground shaft structure or pie-shaped shaft opening and roof structure, per A7.4. IBC 1603.1. � M&N Response: This information is now shown in the drawings. � �,. 2. S2.3W, etc: A steel moment frame has been added under the new west addition to the existing building. Provide frame details showing wide flange beam connection to tube � steel column, note, beams are wider than the column. Verify ductile detailing per ASIC � 341-02, per IBC 2205.2.1. Provide base plate anchorage detail. Where connected to existing foundation wall verity adequate uplift resistance from existing foundation. Provide collectors and connection detail to new diaphragm structure, and connection of new � diaphragm to existing diaphragm. Provide calculations. IBC 1604.4. M&N Response: � See revised details on Sheet 53.4 and Foundation Plan for additional information. See connection detai122/53.4 for existing to new diaphragm connection. � 3. 4/S5.3: Provide top and bottom jamb stud connections. Header bracing detail is not referenced, provide a detail reference. Header size is not shown. Typical opening detail on S1.1 shall be referenced here for connections and construction requirements. IBC 1603.1, 2209.1. � M&N Response: Typical opening on Sl.l has been referenced on S5.4. Light gauge bracing has � been clarified. 4. 6,7/S5.3: Details are not plotted on the sheets, please provide as required for the project. � IBC 1603.1. ' ' � ' . � M&N Response: Details 6, 7/55.3 are currently not used. � 5. 14/S5.3: Moment, axial, and shear reactions for beams supported by concrete cores are not provided on plan, please verify these loads will be coordinated with the precaster. IBC 106.3.4.2. � M&N Response: Load effects (V, M,N) in the cores will be provided to the precaster in a manner � that is consistent with his design preferences. 6. 1,3/S5.4: Detail references are incomplete, please provide. IBC 1603.1. � M&N Response: Elevation references are now shown on plan. � 7. 7/S5.4: Provide beam bottom flange lateral bracing for resistance to components and cladding loading from wall below, and inwards loading from spandrel connection to wall above. Define slip depth required. Typical bridging detail is misreferenced. IBC 1604.2, � 1603.1. M&N Response: Bottom flange lateral bracing is now shown in 7/A5.4 and 23/S5.4. Slip track � depth is 2" as defined by 600T200. Spandrel deflection has been limited to 3/4" 8. 1,3/S5.5: Verify coped web section "T"shape is adequate for compression from eave snow loading, provide web stiffener as required to prevent eave support buckling. Similar at 14&16/S5.5. AISC Ch. F. � M&N Response: Web stiffeners have been added in detail 1/55.4. � 9. 4/S5.5: Tube steel compression ring size is not on plan as indicated. Provide tube steel connections and dimensions. Provide roof peak structure above compression ring. IBC 1604.2, ASCE 7, 6.5.12.4. � M&N Response: Detail4/55.5 has been modified. � 10. 5,7,8/S5.5, etc: Provide lateral load path in both plan directions for upper roof diaphragm to lower roof diaphragm, top of concrete wall, or tube steel wall column. Detail 8/S5.5 does not appear adequate for out of plane wind loading resisted by HSS2x2 column, �, please provide calculations. IBC 1604.4. � M&N Response: Detail 8/55.5 has been modified to resist out of plane wind loading. � 11. 91S5.5: New detail appears to be cut at a braced frame above, sheet S2.6 at line U. Verify beam stiffener requirements for brace compression, due to AgRyFy of brace � above. Provide collector load path, show braced frame above. , ' I ' , � . � M&N Response: Braced frame on line U now rests on a precast wall (with required openings for ' egress). 12. 10,12/S5.5: Details are not plotted on the sheets, please provide as required for the project. IBC 1603.1. i,,. M&N Response: Details 10/55.5 and 12/S5.5 are currently not utilized on the project. � , � 13. 11/S5.5: Please comment on lack of web stiffener. Axial fiange force transfer through welded bend creates a force component perpendicular to the flanges, which will create flange deformation and stress perhaps not accounted for in design. Provide web � stiffeners as required to avoid flange bending. AISC Ch. F, K. M&N Response: � Flange stiffeners have been added to detail 11/55.5. 14. 18/S5.5: Clarify how steel studs attach to knife end of L4x4 perimeter angle. Referenced � detail 15/S6.2 does not exist. ASCE 7, 6.5.12.4. M&N Response: � Steel studs are in the same vertical plane as steel framing for chimney. This has been clarified on the drawings. 15. M1.1: Expansion tank schedule has increased operating weights from 100 pounds to a � maximum of 2800 pounds. Verify structure has been increased to accommodate new expansion tanks. IBC 1604.2. M&N Response: � Increased weight of expansion tank is within uniform mechanical area load already in RAM model. � End of Review Comment Responses. If you have any questions or comments, please call. � Ve � t�►trMy ry��NALD��'/�i � • N �. ` � �� 7��.ENGINEERS, INC. � � � '� ��F(� \ � 1` � � Peter D:jvlonro c�� Principal�� `��''��F•' ;�;O�-,,.•' � ,�. �� ' ' � ' � � � _ � _ F i r e P r o t e c t i o n E n g i n e e r i n g � June 27�', 2007 � Town of Vail Plan Review Vail, Colorado � Re: Lions Square Lodge, North Building, 660 W. Lionshead Place � The following items address the fire department plan review comments: 1. Location of Fire Command Center is not approved. RESPONSE: This building will not � have a fire command center. Rather, a fire alarm annunciator will be provided at the entry vestibule as shown on the fire alarm drawing (submitted prior) and the attached drawing. This location provides immediate fire department access to the annunciator, but does not � obstruct egress width. 2. Staging area for fire apparatus is not approved as shown. Too close to the building and obstructs exiting. RESPONSE: The proposed staging area has been reviewed for access, � dimensions and egress. The design team believes that this staging area meets fire code requirements and does not impede egress. Please see the attached sketch. � 3. Plans are not stamped. RESPONSE: Stamped plans were provided as part of the 5/23/07 submittal. The fire department noted that those plans had been reviewed and there were no additional comments. � 4. Plans submitted for review are inadequate due to a lack of most of the required elements (framing, fire protection, elevations, specifications, etc). RESPONSE: A complete set of plans were provided as part of the 5/23/07 submittal. The fire department noted that those � plans had been reviewed and there were no additional comments. 5. No transmittal sheet was attached to indicate phased submittal or defened submittals. RESPONSE: Deferred submittals will be provided by the fire protection and fire alarm � contractors. 6. Fire protection plan must demonstrate si�h and seventh floors are within in reach of fire standpipes. RESPONSE: In the East and West towers, the hi�hest standpipe outlet is located � on the 5`�'floor. The highest level of occupant access is the 6 floor. There is no 7'}' floor. The attached diagram illustrates the standpipe travel distance through the unit to the most remote point. � �.. :::,.-;:�. Pl ise advise if you have any questions or need additional information. � '��`�''�� : ��;,�•.. .�,`_, . . ,.,�� •°°•.�.�s:�. Sin rel , ,�u ��', -i�°j�+:��.� � j'� N• � � 'e;'...� � f.�J fi9• o�ah L. Shaner, P.E. �� `'•'''' �, �� i�/�E � Fire Protection Engineer / • . ��' ' ��'}. '��e{3`. ��s��i1'u''8':�4��, � P.O. Box '1073. Frisco. CO 80443 � �� Phone: 970.409.9082 (Mountain Area) 303.594.6618 (Oenver Metro) Fax: 720.294.9849 Email: SHANERLS@comcast.net � ' � �~ ,. �� - � = TRACT ��- �--- SS PATH SERVES 1V�L�CQJPANTS PQ2 SECT io i, cec, .is•�a�s -€art�ss vcnn�+ ts r�au VAIL/LIONSHEAD 1 ' IRED EGRESS VIDTH. DEFER TO SECTIIl1 1008.L1 REtkIIRtNG A MIMMI/1 OF 32•. ' THIRD FILING EGRESS Dm2S PROVIDE 60' � EGRESS VIDTH, I�ARIY TVICE TIi� AMOUlIT. PER SECT �� IOE4.6, EXITS MUS1��1'� MTO A PUBLtC VA � AT LEAST I�' VIDE. TFE SECTIW ALS� DESCRIBE AN AGCEPTABLE EXIT DISCNARGE TO ALLOV FOR S S� FT PER PERSON. VITH 117 OCCUPANTS, 585 SQUARE FEET VOULD BE REGUIRED. 1'FiE PR�OSED CONfIGIJRATI�I ALLOVS f'�2 THE REOUIRED SOUARE I F�TAGE PLUS ADDIT[ONAL AREA. � - J THE PROPOSED fIRE_4EPART�1€AFF-SfAQING""At�AS ��f{BE4-THEZ2EblIIRED 30'X30' DIMENSII]N PI.US I AND IS LOCATED I�tE TWW LO' FR014 TFE &JILDING � TO ALLOV fQt PR�ER EGRESS. __-- —— __ � � _ _ _._.-- -- -- � _ --_ ____— -� ;� _ � FD STAG ARE ' � ' FIRE ALARM II ` � �I ANNUNCIATOR __ /� � ,�� J_. — 35'-6' - - — ___:-- --.-�--- � EGRESS FOR ,�� EGRESS � � _ �17 OCCUPAN °� � _ -__� �,, � - :�—�� -- - __—_��- �` -�-_ �'� - 16'-8' , . �.. -- �, � . 32, 'I � -� �. r� �. ��"� � ! LION SQ ARE � �'��' NO TH CON OMINIUMS �-� � AIN LEVEL F.F. = 8128.4 ��`l 585 SQ. FT. OF , I 0.950 AC ES i EXIT DISPERSAL �, .�. � ��— �, � , � V � ,� � :.:��-.�, ,� i �� . � = 9 �^��-�;�,�� " \Q�O `� �0'4�h� � � � �1�i 0 ��. � " .'� � �: �'�� ,`C O v: �, �, �':� ��, ��P —� .�. ��r � � ; r -o � ' : .�4 � �� // � �m� . /��a � �� • � r' P _ r��J�� . � � � ��7��1 � 6TH FLOOR EAST 5TH FLOOR EAST � � � � � � � � � � � � � � � � ' snwoPi� ,�. . 1 � M E L I C K A 5 5 O C I A T E 5 I N C f � � ` � June 27, 2007 TO: Department of Public Works & Transportation � FROM: Chip Melick, Melick Associates RE: RESPONSE LETTER FOR THE LION SQUARE LODGE NORTH PROJECT — � PUBLIC WORKS DEPARTMENT PERMIT NUMBER: 607-0066 � INTERNAL NUMBER: 3616 JURISDICTION: Town of Vail OWNERS NAME: Lion Square Lodge North � SITE ADDRESS: 660 West Lion Head Place, Vail, CO OCCUPANCY GROUP: R-2, S-2, M, B � TYPE OF CONSTRUCTION: IIIB, IA, IB, VB NUMBER OF STORIES: 6 "r SPRINKLERS: yes � Please refer to the attached documents for responses to the comments dated 6- 8-07. �, 1) PBS&J � 2) PBS&J � 3) Neils Lunceford. Site distance plan on L-2 has been modified to include the requested information. � 4) PBS&J � 5 PBS&J ) I � 6) PBS&J � 7) PBS&J � 8) Viele Construction � 355 SOUTH TELLER STREET � A R C H I T E C T U R E SUIE THRff HUMDR�SEVB�RY I N T E R I O R 5 LAKEWOOD CO 80226 P L A N N I N G TEL 303.534.1930 � WWW.MELICK.COM FAX 303.534.1931 � � 9) Viele Construction 10) Viele Construction � � 11) Peak Land Consultants, Inc. .. 12) Peak Land Consultants, Inc. ``` 13) Viele Construction � 14) Viele Construction 15) Viele Construction � 16) Viele Construction � 17) Viele Construction � 18) Viele Construction 19) Peak Land Consultants, Inc. � ' ' , � ' 1 1 1 � � 2 ! ,, I � � An emp/oyee-owned company � June 21, 2007 � � Tom Kassmel, Town Engineer Department of Public Works and Transportation Town of Vail 1309 Elkhorn Drive � Vail, CO 81657 RE: Lions Square Lodge North Redevelopment Building Permit Review � Dear Mr. Kassmel: The purpose of this letter is to address your comments pertaining to the Lions Square Lodge North � Redevelopment Building Permit Review, dated June 8, 2007. The following are responses to the comments. � Comment#1: The warning sign proposed along the west side (Detail A) may be difficult to place in the location shown. Please provide additional detail. Please see existing conditions survey, �` the sign needs to move further north and may be able to be attached to an existing light pole. �r The sign will be move further north and located on an existing light pole at the back of sidewalk. We will provide additional detail on our plan sheets. � Comment#2: The sign must be placed in a location that it will not be hit by exiting truck traffic. 8' clearance and 2'+ intrusion onto the drive lane will get hit by trucks that are usually 13.5' �' in height. � The sign will be mounted on the retaining wall at a minimum height of 13.5' to provide � acceptable c/earance for trucks. � Comment#4: Sign posts in the Town of Vail Row shall match the standard wood TOV posts. (See � attached detail) Plan sheets will be revised to reflect this standard. � Comment#5: Provide more detail of how the warning lights will be located. (Plan Blow Up) the one at "' the west entrance conflicts with a doorway and stairway, and the one at the south entrance conflicts with a narrow walk. �„ Plan sheets will be revised to include enlargements at the locations where warning lights are located, in order to provide a better understanding of device placement and to � mitigate possible intrusions into walkways and driveways. � � 4601 DTC Boulevard,Suite 700•Denver,Colorado 80237•Telephone 303.221.7275•Fax 303.221.7276•www.pbsj.com Y I � � An emp/oyee-owned company � Comment#6: Is the location of warning sign Detail B appropriate? It is in a location where if a car can see it, it can also see the"hidden drive". � Sign placement will be adjusted to a location closer to the southern driveway. Comment#7: Detail C sign at west entrance does not need "no left" arrow. � So noted. Plans will be revised to reflect this comment. We would like to thank you and your staff for your continued assistance. If you have any questions regarding the information herein, please feel free to contact me at(303)221-7275, ext. 7026. � � Sincerely, PBS&J �. � � David Millar, P.E. Senior Engineer � � ' ' ' ' ' ' � � 4601 DTC Boulevard,Suite 700•Denver,Colorado 80237•Telephone 303.221.7275•Fax 303.221.7276•www.pbsj.com ..2 � � - ,i t , o � � � . � �.. �- ' f �, n� 1 .��+ .� l, . r. � V r : ' NORTH PROPERTY LINE """'. � ... (�yp� .-7^ l-^"r,- �-j ........ . ` .. . . .. . . . . F-i �,. � A o � � .. .:: o... , . . y�`3g� ��=�1:-- ::�_;�.,v=="' ' � w.... � � REAK LANC7 COiV,.'��Ul.,TAfVTi, IiVC. � PEAK LAND SURVEYING, INC. 970-476-8644�FAX 970-476-8616� 1000 LION'S RIDGE LOOP�VAIL,C0 81657 PEAK CIVIL ENGINEERING, INC. � Memo � Date: June 27, 2007 To: Town of Vail Public Works � Attn: Tom Kassmel, Town Engineer From: L. Mark Luna P.E, Peak Land Consultants � Cc: Chip Melick � Re: Lions Square North—Responses to Public Works Comments Dated 6/8/07 Peak Land Consultants will address comments 11,12 and 19 from the Town of Vail Public Works Comments of the civil pan set. All revisions pertaining to these responses have been labeled with a DELTA 3. � DELTA 3: ' I 1. Please add survey infonnation on the Town of Vail General notes#31. RESPONSE: The survey inforn�ation has been provided on sheet C5.0 � 12. Please add utility signature block and have all the utilities sign acknowledging acceptance of utility design prior to release of permit. RESPONSE: The utility block was previously provided on Sheet C 1.0 as requested by the Town. � The owner's representative will obtain the signatures. 19. Sheet 5.1 missing RESPONSE: The sheet has been provided. � j If you have any questions regarding these responses please feel free to contact me. 4 � Sincerely, "' .. . ♦ 4A� � �L. t n `;o��Q`P�.... .C�/s�9�+ �i . K �(,2..�0":, � L.Mark Luna P. E. Peak Civil Engineer,lnc = - �� 31753 �� Cc: File I�°�'��c ' ..... � �j�� f'w��/"I�E/1�•�� Cq �SRlP.f�4� � �'z�°� 1 � , 21. Prior[o placcmcnt of�H.H.P.or concre�c wilhin thc public Right of�tay a mcchanfcal"proof roll"�cill bc rcyuimd-Thc cntire sub�radc and'ur basc malcrial shall bc rollcd with z hcavily IoadcJ�chicic having minimum singlc axlc wcight of at la�sl 1 R,000 � Ibs. Anv subgrade/base section exhihiling excessfce pumping or defortnation as de4miined by Ihe consiruelion inspeclor shell bc rcw�urkcJ,rcplaccd or mudilicJ tu lirnn a non-yiclding.urlacc. Thc Tuwn oC Vail Constmc�ion mspcctur shall bc nulilicd'3 hours prior[o a"proo(roll" 22. Thc conlactur shall fumish cicctrunic and hard copy reproduciblc As-Ruill rccmd drawings showing horizontal anJ ccrtical lucaliuns AnJ dcvalions o(cunstrucicJ improvemrnts including all utilitics,and drninagc appuncnccs prior to acccplance ul thc � Projcet 23. Thc contracNr shall��idcu camcra(TV)all ins�allcJ public stu�m sewcr pipc pnor to final pacing xnd/or uthcr final surt:�cc Irca�mcn�s arc complc[cd A copy of thc cidco[aping shall bc providcd to ihc Town ot Vail for rcricw and approval aud recurd kccpmg. 24. Thc contractor shall bc respunsiblc for all aspccts uf safcty-includi�g,bu[nu[limitcd to,cxcavalioq trcnching,slwrine,trnffic control,and sccurity.Rcfer to OSIIA Publication 2226,Excavating and Trcnching. '_5. Thc conlraclur shnll submit and havc approvcd a Constniclion Traf�ic CoNrol Plan,in accurdance w-ilh thc MUTCD(�tanual a( ' Uniform Trafre Controi Deviees),ro the Town of Vail Constniciion inspec�or,pnor to any construction aelivities within,nr afkcting,Ihc Right-aGWay.Thc contraclor shall bc rcsponsiblc for proci�ing any and nll Iraffic conlrol Jcviccs as may bc required by the constmclion acnvities. 26. Thc contraclor shall submil lo lhc Town of Vuil Construction Inspcclur and gain appruual lirr a cunsWClion slaging plan, schedule and phasing plan prior to the start of conztruction. 2Z Conslmctinn sites and staging areas must be @nced and maintained in a secure condition al�II times.Keep fencing and surrounding areas clearo(trash and debris.Any construction debris or mud dropped inm manholes,pipes,.or tracked omo � existing inadways shall be remoced immedia�ely by ennlraetoit Conlraclor shall repair any exencations or pavement failures causcd by ennstruction wilhin o�in�he vicinily oCthe limils of cnnstruclion.The conlraclor shell be responsiblc for damagc duc to conslruction at no aAdilional cosls to owner.The eonlraclor shall remove all sedimenl.mud,and construction debrfe tha�ma� accunmlalc in Ihc flow lincs,pricatc propcny,and public rights of ways of thc town as a result o(lhis conslruction projcc�. Removal shall be conduc�ed wilhin 4R hours.Re�um all eonslruction staging sites to Iheir original condilion upon completiun ul � thc conslruction projcet. 2R. Dimensiuns fir layoui and constmclion are nul to be scaled Gotn any drawing.If pertinent dimensions are not shuwn,conlact thc Ucsigncr fur clarificatioq and annulalc Ihc Jimcnsion on Ihc as-bailt record dra�cings. 29. The enntraclor ahall have,nnsile at alI times,nne(I)signed copy oCthe approved plans,one(1)copy o!the appropriate standards anJ spccificationc,anJ a copy of any permits and cstcnsion agrccmcros nccdcd for tlicjob. 30. If,during lhe constmction process,conditions are encountered which could indica�e a situalion Ihat is not identiGed in Ihe � plans or spccificatiuns,thc contraclor shall cont�ct thc Oa�ncr,Ihc Dcsign 8nginccr and[hc Town of Vail Conslmclion Inspcctor immcdia�cly. 31. � �ASIS OP BEARIN(i:COLORADO CENTRAL ZONE(HARV)NAD 19R392 AND'COWN OF VAIL�tAPPIN(i PR018C1� 3 OCTOB[R 1996 STATIONS SPRAUDLH N I6(0652.671 E 2751950.797 ANU WOODMAN N 1652148,916 E 2727065.760 � SNRAUUL6T0 WOOUMAN BL:ARS 57226'S3"W. ) Bcnchmarks-ToHn of Vail Survey Control � � B.M.Number HARN CONIAOL POIN�f"SPRAUDLG",lilec.=R2fl7.H2'(NAVD AX), 32. Locate.protect,and mamtain bench marks,monumenls,control points and project engineering relerence poinls. Reeslablish disturbcd or dcs�mycd ilems al Conlractor's cxpcnsc. 33. 1'he contraclor shall be responsible for replacemen[o(any existing materials that are damageA during construction within Ihe limils of consinmtinn nr in Ihc vicinily of Ihc limits of rnnsiruclion,al no addilional cosl lo thc Owncr. � i4. When an existing asphal�street must be cut.the street must be restnred in a condition equal�o or better than it original condition.Patching shall bc donc in acmrda�cc with�hc Tnwn o(Vail S�rcct Rcpair Siandards.Thc scams o(Ihc asphali paichcc shall be inGareA unless ntherw-ise insiructeA by�he'fown a(Vail Engineer. 35. Upon completion nf cnnslruc�ion,the sile shall he cleaned and restored lo a condilion equal Io,or betler Ihan,that which eeisled before construclion.or to Ihe graAes and condilion as required by these plans. 3fi. S�andard Handicap ramps are lo be constructed al all curb relums as identified on Ihese plans.The conslmction of these � handicap ramps shall be in accordance to AUA curtenl slandards. 37. Atter acceptance by the Town o(Vail,public improvemenls depicreJ in[hese plans shall be guaranreed to be free from material znd workmanship deCecls f�r a minimum periud uf hvo ycars Cmm thc datc oCacccptanec. 3R. 7lie Contraemr shall be solely and comple[ely responsible(or the eonditions a[and adjacen[to Ihe job site,including safety of persons and propcny ducing pcdormancc o(lhc work. �I hc conlractor shall provide lighls,signs,barricadcs,Ilagmcn,or o�hcr devices necessary 10 provide fur public sa(ery,peJestrian and vehicular access as needed This reyuirement shall apply continunusly and not bc limilcd to nomial working huurs. 39. The Conlracior shall nol willfully proceed with conslruclion as designed when it is ob��ious that preciously unknown � obslmctions and/or gradc diffcrcnccs csist tlial may nol hacc bccn known during dcsign.Such condiiions shall bc immcdialcly brought lo[hc aucntion of t6c owncr's rcprescn[aticc f x dccision.Thc contrac�or shall aseumc full rcsponsibility for all ncccssary rcrisions and repairs duc lo(ailurc to gicc such notificahon at no addilional cosl tn Ihc Owncr. 40. At Ihc cnd o(cad�wurking day,thc Contrxctor shall bc responsiblc for connccting tlw existing stonn dr.iinngc pipcs tu tlic ncwiy inslalled stonn drainagc sysicm. All Jrafnagc systcros wfd�fn thc construction limits shall bc mafntaincd by thc Conlractor fx the emire duration o(dic construction pmjecL The contractor chall be responsibie to maiMain all drainage w�ithin � Nic construction sitc and olTsitc drainagc which is dircetly affcc[cd by construc[ion. 4L Conlractor shall bc respunsiM1lc for mainlaining Ihc nperation o(thc cxisting Town strccl lighls wilhin thc projcc�limns. Thc contractor may providc tcmporary strcct lighting appruvcd by Tuwn of Vail,whcn csishng strcc[lights arc rcmorcd. 42. Contracmr shall be responsible(or mainlaining the operation o(exislinE Town irriga�ion lines wi�hin the pmject limits unlesc o[hcrx�isc approvcd by ihc Town of�"ail. 43. I[is thc rcsponsibility o(thc cuntractor�o pro�cct and prescrvc all Irccs,bushcs,shn�bs and cm�cr in 2 manncr acccptablc to du � ow�sr. All arcas of Town of'Vail RighiKiGWay disturbcJ during conslructiun shall bc wdl graJcJ to drain,cwcrcJ«�itli a mmimum of 4-inches nf mp soil,fertili�ed,nuilched and ro-scedcd according to ihc Tow�n of Vnil's standard specifications_ 44 Conlractur shall maimam accesc�o�ire deparlment hvdranis and connecli��ns shall he mainteined ihroughout conctmcuon unlcss nd�crn�irc appruvcd by thc Tm�n o(Vail firc Ucpnrtmcnt. � ,d; � � �:.��°aa �C�;�'�'.:''� �-.o4P..._. .. ,,..�,nG.", �c,v�� K L'�"v�.�. a _ � � �: r. ^ : � � �� .�, � ,�� . c� . � fY; ...... -� �� 1 � ,:sv�� ,, �� N o, � oR^"'": �"'� LION SQUARE LODGE NORTH �- � � e DESIGNED B7: LML � Rev�ewEO: �M� PUBLIC WORKS COMMENTS DATED 6-8-07 , P�c �oap: ,zs�., PE.K�.40��NS��,>N.� on� e-z�-o� PARTIAL VIEW OF SHEET C5.0 � � c �...o ne °I�� v��_� cmss. '"°` � >> c.s.vox�a.rz �—'Y u�,p '� �-1-S��z ,.o..�s �?:.� m��rcK 12"ORAIN BASIN _ POUR m m 4"wIDE CONCRETE BANO AROUND INLET FRAME. ABUT PAVERS TO CONCRETE 6AN0. (Appl'ies ta 2�x3�AOA Inlel alsa.J FOR 3'x3' iNLET w/ 2'X'2' CRATE IN SLAB TOP LID, POUR CONCRETE i0 LIMITS OF OUTSIDE OF BO% D&L I-9226 Frome�&� I-9226 ADA Gra(e I � y� i �a� 1�' �ar-y ��vc I—� 90mm Paver Sectlon �(See Pro�ect Specs.) Sand 1� '� --��' ^- ...�'f Bedding ., _� ..::..�: Per ` `"` Paver Manuf. \4"�ASpholt Section In o ExiENSioNS z Thickness of 2 Lifts �ns ReOwReo Specitied on Plans and Shown on Detoils -18"X 10"X 2" Knockout (Typical All SiGes) Elevation View �, ,a�� I 1 � PI n View I a .��,i;, z•x z arFn irv�r nro c�u� wEi;i x� A.�: F�.�.ts:eer; ��.>- QO P��(;�� 'c�°�"�� K �sT`c9��: D�� : ' -v �. ��'5 3 - _ �O�F_ ....,. .i� ts�� q�: , .. � �s� � � _. ._.__- ____.__.._ _ . . __ . .._._ ... ._. .. . ....___ .._ . __. . ... . ... ... . . . .. _. .__.__. _.-_____ __.... .. .... .._. .. _ ._.._. ._ __�tl,, .�. � .. . . . .__- oE,A��s C5.1 J �1 .�....� �..._:! ...� �...._.J �J .►z...� �..� �.�i �,J �._� �...,� �..�1 y..�,.J .�—! ,�...� �! ___.._:!