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HomeMy WebLinkAboutVail Lionshead Filing 1 Block 1 Lot 3 Lifthouse Commercial 1990s.PDF MRR 13 '95 02.*04P1.1 GYPSLAI RSSOCIRTION P.1r2 OXTERiOR WALLS SYSTEM DESCRIPTION SKETCH AND DESIGN DATA ;. GA BILE NO. WP 8130 ` GYPSUM WALLBOARD,GLASS MAT GYPSUM SUBSTRATE,WOOD STUDS E=tariorSlde:One layer5le"proprietsrytype X glass matgypsum substrate(sheamrng) applied parallel to 2 X 4 wood studs%,O.C.with galvanized roofing nails.1914 long, 0-125-Shank,Tlte-head.spaced W o c,all framing members.Exterior surface covered with weather exposed cladding or finish system. Interior Side:One layer&le proprietary WO X glass ffud gypsum stdlsttate,or q proprietary type X glass mat water malstaz+t gypsum backing board,or 5/e'type X _ gypsum nve eer base wallboard,of Sle parallel with or at right angles stud 6d oaatetlanalitype!e' A'p��'We Appro 7-1/ x. ight 7-112 psf long, 0 0815' shank, '14' heads, Spaced 7' o-c. Stagger Joints each side Fire Test WHi-485-0702.8-7-85 (LOADwBEARING) WH4495-0703.8-8-85 PROPRIETARY GYPSUM BOARD UL 82717,89NK3419.8,28-89. Georgla-l'aolfio - 5/e'Dens-OlassO Gold rirestop4Type X Desk 0337 GA FILE NO.WP 8201 ff GYPSUM WALLBOARD,WOOD FURRING.FOAM PLASTIC BOARDS,LIGHTWEIGHT CONCRETE BLOCK r 2'/a"proprietary a luminumfollfaced,glass rertHorCad isocydriurata loan plastic boards applied vertically with tA'beads of adhesive.16'o c (4 per board width)over TUXAnal 8-x a'x 161.lightweight 2 cell concrete block(55%solid concrete)with Ole Type N mortar hints.1'x 2`venicat wood furring 24'o c.applied aver foam plastic boards with 4-x She concrete fasteners 24'o c.51h-propnetary type X gypsum wallboard applied parallel to tuning with 6d smooth bright nalls 2'long.0.115'shank.0.285'head,8o-C. with joirdS taped-Wall loaded to 271 pd.(LOAD-BEARING) PROPRIETARY GYPSUM BOARDS The Celotex Corpo 110111 s/e Fl-ROK*" FIRE SIDE Thickness: 11W Approx.Weight 37 pst Fire Test: OSU 6596.3-19-7'9 FGA FILE NO.'WP$2A$ GYPSUM WALLBOARD,METAL STUDS,POLYMER BAKED EX- TERIOR INSULATION&FINISH SYSTEM EMrlor Side:Base layer 5/e'proprietary type X gypsum sheathing applied parallel to 35 1s'.18 gage metal studs 16'o.c.with#6xt'/4-selRdnlhng,corrosion resistant,bugle head. drywall screws 24'o.c. Face layer 5/9'proprietary type X gypsum sheathing applied parallel to shtds with Ji6x1719' self-drilling.corrosion resistant, bugle head, drywall screws 8' o a akxtg edges and ends and 12' o.c. to 4mrmedi2te studs. Proprietary polymer based exterior insulation&finish system applied over sheathing. 4'maximum foam plastic thickness. Interior Side:Bam layer sle proptletary type X gypsum wallboard applied parallel to studs An h#6x1'14'eeff-Mling bugle head.drywall screws 24'o.c. Face layer 9/e' proprietary type X gypsum wallboard applied parallel to studs with 9&17W Self-drifting, Th;davmw 7'to 10I/a' bugle head,drywall screws W o.c.along edges and ends and 12'o c.to triter mediate Limiting Height Refer to mamdacturer studs.(Nt.B) ,gppmx.Weight 12 psf PROPRIETARY GYPSUM BOARDS Fire Test SWRI 014409-001(0).4-V-92 Georgia-Pacific - Ste FlrestopQ,Type X Gypsum Board 518'Firestop®,Type X Gypsum sheathing Past-it`Fax Note 7671 0.W 1 1 From t CoiDept CO 78 Fax n Fax e r 03/13/95 13:01 TX/RX NO.0091 P.001 MAR 13 '95 02:04PP1 GYPSt1M ASSOCIATION P•31113 OffEMOR WALLS SYSTEM DESCRIPTION SKETCH AND DESIGN DATA GA FILE NO. WP 8205 GYPSUM WALLBOARD,MINERAL FIBER, CSMENTITIOUS BACKER UNff,METAL STUD Base layers 1/2•proprietary type X gypsum wallboard or gypsum veneer bass applied parallel to 35/e',20 gage metal studs spaced 16'o-c-with 1'long Type 5-12 drywall screws spaced 24'o.c.along frsrning.Face layer Ile"proprietary cementrtious backer unit applied parallel with or perpendicular to framing with 15/8'kung Type S-12 water head screws spaced S'o.c.along framing,Joints finished.30 mineral fiber batfs or blankets friction fit In wall cavity.Face layer opposite site 1/2'd**propnetary type X gypsum wallboard or gypsum veneer base applied parallel to framing,Joints staggered. Thickness. 55V with 15/e'Type S-12 drywall screws spaced 12'o e-AS an gAcff%opposite side face tJnMng Height Refer to manufacturer layer may be replaced with one layer of 1/2'proprietary cementillow backer unit applied Apt> Weft: 11 psf parallel with or perpendicular to framing with 1%*long type S-12 water head screws Fire Test UL R 1319,10-17-90, spaced 8'o.c.(NLB) Design 0474 PROPRIETARY GYPSUM BOARD United states Gypsum Company - v/2'sHEETROCt0 Brand ewsim Panels.FIRECODE9 C Cone GA FILE NO.WP 5250 GYPSUM WALLBOARD,STEEL STUDS,GYPSUM SHEATHING, METAL LATH,CEMENT-LIME STUCCO,MINERAL FIBER Ono layer sle fail backed proprietary type X gypsum wallboard or veneer base applied parallel to 36/a',20 gage metal studs 16'ox.with 1'Type S-12 drywall screws S'o.c. Friction fit mineral fiber 3'thick 2 pct In stud cavity.Opposite side 3.4 lb.self-toting metal lath applied over 1/2'gypsum sheathing attached at fight angles to studs.Metal lath attached through sheathing to studs with 11/4'Type S-12 drywall screws 8'o.c..t' FIRE SIDE portland cemerrt-lime xW=face-(NLB) PROPRIETARY GYPSUM BOARD United States Gypsum Company - W SHEETROCK0 Brand Foll-Back Thickness: Gypstsn Mammals,FIRECOCE0 C Care Apps Weight 20 pst Fire Teat OSU T-4851.6-70 GA FILE NO.11I STEEL STUDS,METAL LATH, GYPSUM PLASTER,MINERAL FIBER Eximlorface 1'pardand Cement-Mine plaster applied over 3.4 lb.gaMerntzed metal lefiu wire fled with 19 gage steel wire to 4'punched steel studs 169 o c.with 3/a'charnels bridging at third points.Interior unexposed side 1.1:2 gypsurri-sated plaster applied over 3.4 tb metal lath wire tied to vertically installed 1/4'diameter penal rods attached to Ra studs with resilient dips.Two rrvi polyethylene vapor retamder on Interior side of stud cavity and 3'mineral fiber 389 pcf friction fit in stud space.(NLB) FIRESIDE Thickness: 61/2' nre Test: OSU T-4133.1-17-68 R:A FILE NO.VM X825 64`6ao GYPSUM WALLBOARD,STEEL STUDS,METAL LATH, q4- PERLITE-CEMENT LIME PLASTER sle typo X gypsum wallboard or veneer bass applied parallel to 35W.20 gage metal VJ studs 16'o.c.,with 1'Type S-12 drywall screws 12'o.c.Stud cavity filed with 3114' 4'! 6:1:1 perfite-porttend oemart-Fime back piaster,spray applied.Opposite side I IW x 17 gage galvanized woven wire self-furring paper backed lath attached to studs with 1/0 �..r� Type 8.12 pan head screws 6'o.c.1'6.1:1 partite portland CemardArno plaster face. Achieved 4 hours when tested from cement side.(NLB) Thickness: 511-C Appi=Welghp' 14 psi 1 Fire Test OSU 5"S,$-7-75 'Contact ilia,manufedurerfor more detailed 79 Information on propnetary pnxIuCLR 03/13/95 13:01 TX/R.X N0.0091 P.002 j ROOF-GOLING ASSEMBLIES 'Fire GA SKETCH AND DESIGN DATA -Patmg File No. ASSEMBLY DESCRIPTION Gypsum Board,Steel Channel Joists,Insulation, Roof Cov- ering CEILING:Two layers of 1/2"type X gypsum wallboard or veneer base applied at right angles to flanges of 18 gage, 71/4" deep channel joists 24" o c All end joints located midway between joists with all joints in each adjacent row and layer offset 24" a Base layer attached with 1"Type S-12 drywall screws 12"o c set ' back 3/4" from edges Face layer attached with 1%" Type S-12 drywall screws 12" o c set back 3/4" from edges End joints at- tached to base layer with 11/2"Type G drywall screws 12"o c set RC 2500 back 3/4"from joint ROOF:28 gage galvanized steel form units support 1/2"gypsum Approx Ceding Weight 4 psf sheathing applied at right angles to units with end joints offset Fire Test UL NC 505-9, 12-11-80 24" and fastened to units with 1%" Type S drywall screws 24" Design P 512 o c in both directions Two layers 27/16" glass fiber insulation board 8 5 pcf(approximate)applied parallel to steel units End joints of adjacent rows of insulation offset 1611,joints between lay- ers offset 18"on long edge and 8"on short edge Base layer at- tached with 3 mechanical fasteners per piece to steel units Top HR layer secured to base layer with hot asphalt or cold tar pitch.Ap- propriate roof covering (see U L directory for alternate) One hour unrestrained Gypsum Board,Wood Joists,Roof Covering Base layer%"type X gypsum wallboard applied at right angles to 2 x 10 wood joists 24"o c with 11/411 Type S drywall screws 24" o c.Face layer%11 type X gypsum wallboard or veneer base ap- RC 2601 plied at right angles to joists through base layer with 17/8"Type S �_. drywall screws 12" o c at joints and intermediate joists Face layer joints offset 24"from base layer joints 11/211 Type G drywall Approx Ceding Weight 5 psf screws placed 2"back on either side of face layer end joints,12" Fire Test See FC 5406 o c 1/2" plywood with exterior glue applied at right angles to top of joists with 8d nails Appropriate roof covering rCeilmg pro-� vides one hour fire resistance protection for wood framing, including trusses. I � r 68 r, ..,w - — e o- 1. -....x.M1 • - V - 1 r ,- " i r , � �i p -' _ } y v/ I o • rj @' • y - t 1 I i I A2� tD, y ' A LU 1­0 �E . o�JE� �,�j � tea r2 ETr'� L L , 5I—� ;!^� �� �' � , 0 Cq_ �.A� �� 1 _ M r i Y SITE PLAN `� � �, ocvvx-p V - - [ Iq S- I fj Tdw of Ott a (� h ,71 Erevetoomen( k EL it Plan B Id Hearth Me , LLJ i t Approved O � '�' n V k � Danied 01 Mr W r �I s Validity of !' rmlt i - 1 fhe Issuance or rants of a permit of a n9 P Fr I os pl..ns and specrfrcl'icris shall not be construed to ba, a permit tar• or an approval of, any vio'ation of any of Me provisions of this code V or of any other ordinance of the iurisdication T�,e Issuance of I� permit based n 1 I , A p upon plans, specifications and other data steal, _ _� O Pot prevent the building official from thereafter requiring the W j �rertw qt er�prs in said plains, specifications and othi� LL TE- t d' T -- i ! 7, _ - i ! 1 - ��� F11 �, - I lu '�� �C� - - - - - Ii -' L -�� Tovm of Vail - OFFICE COPY 1 rAC-101 r �n�A%� - 1 tt-j�I�I�t T�f?� �' ; , PROJE N�1..� ,�oQP�(1, (�Ui'E.(� �`I� f�oqIT�U�'- --- --- -- , Z�- �Z r'�A'1' RtA•l.• ' 1 Vr-Irlt-Ll ., r �� .l,lnll IS f�T Gl.tr�Lry i L I S o t DATE REV • 4. J /SOUT l ELEVATIONr - -.....---4 c4-°-r` ._ •---••-.— _mss.^"}"..._ -.r.- .^++- ,-."' ._.. ..i --'-_ .....,.', ."" ` _ r' r , I r < i j 0 i i E t r c A i I P { l IL 1' � co IL wo LA � SOUTHEAST ELEVATION v 2 E EAST ! ELEVATION ; �- - AGTUAL �I.�o�Eo ��^� secs 3 r o`\ 3 � Az L11 , �, k co A+ �P, �� 3 ,--- Go��✓rL r S��i, Tv g P LLI - - (2 I��� 'Ja r�► N �iA���d� X72 co fir` SPo�-rs O U EIr�E e6,I Pt- W I low!1S -s E� �� 2 (� uj _r III U. I. ,I.✓.$.,.._-__-}��� 3 { I / A i i iI F I�I I / ' ' 7 ' \ I f .v I I�` 1 Ri I� �r I ' I �dlt - r�� _ _.—.-- !- Y"^� ^I k t 4- !,-_- I r i-- � — —1I I i� � I � ! 1 r— �1 LL '' ',, __ ��_ -----� � !— ' — — — � ( i � , s., II, � d I � I Pv�A'��. l •� I I ! ;�; ° rl , ' i d ' I I ► 3 ; �. " ' ` , ' ,, ;�! �..I _� t Town of Veil FICA. III � O 4- PROJECT NO ,� DATE r �-- _ U • f�A Cf1 W I D 7- 'L' REVISION NO ZVI v" ,. 4 - s ' � � /� •` yam. 7 �, �( �� S OUTH ELEVATION ELEVATION I ._ I It Ic _0 c�o� �����WAzc 7 r - , r , I _ 1 - - ® ( �E `I P L t A. 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Per 3 �s . fin I �c., rz�► 7_ L� P�I6,1� �' 2 DRAwnr r,• ' � r' A ' 1 - a' � F f P O V t� It 1 b " I { } � P \\ s l \ \ F DETAIL DETAIL „ G z, a to (o . V °N v M , cv)q z ca ul � co, aP rL - I f o ..,0e , Gl ti I i \ , 6 f/ t� r f J { A , SECTION To �sf .�i� P �-rE� SECTION �. a��Ts -� �,,�� T ()pD SECTION „ G? rl-' ' Town of Vail ' f - E PROJECT NO FIFICA: Co Dv DATE 77 - z 4 REVISION Nr - J f A DRAWN BYG!,h G WINDOW NOTES; r! a S ��A (j E s(1•PPI.I E D l3 ��'� �l�� ` It 00 POO M��� �115Cd> (-�IKIpo� Flvw €1N a�E4UISE iNPIt-ABED , gtFee- Tb s 0 t • � E�fu�r� GLAD i 4 #LL 04NpoOS S4 1-L, PE If 6,,ULAT1^� t�s� r f S �RJPPL.c C-0 r2Et�k.U i(Lep 6-( AU f r; � copes I CZ�ulla�lr�&� AU-(`NoI�ITIES ' -, • lo.� ALL (�LA�It`I� S €PALL_ E Pee-j F1 LD fBe- HitT l ka -U DE, p -7,) P kNt of r✓ ,P..�'SS 4;t OA C- AS Q Edui(ZED 8-f ALL Co(.:S ' i -(2-t,11�.Iiris-� {�u bP-1-p ALL oPLiiAP.CE 0 BE SUFPItE0 I - r tLI ►t 1 A^!TS Ae, Ti7 TE• (1•>> A,LL 6fLP6,S, Al- 604I :� -rO 'TtWe�P-D LAIC �' r�Itgt 'IF s L o br✓ ; Q I G � F h WINDOW SCHEDULE -r � nP��l� rT SECTIONS, ,�nFrrA�l� -� PIS ��� • - P hP �A� •31_5 x 4-t45M IT 5006 T 9 L. ! GI 4 i R � 31 - Ilv� 5(-I' x �=-IC'�a I�'taL•� M�t.l � Z € I f - yFIat, L II /D co(� 4�EG J Z '. co • f� -7.020 2-I )e (( - v 0 2 2 �j €- O E y � Q u y�I-�3's U �, OX N I► -3�0 1 f L.Y. € z M 3�ox2�b 31-x1' � 2►-��� � m �1-?,o zo 2,-('' y ZI-(���- - -J 1 t �PeZ4 PA,L r, X21 ' ° ff _Zb zo W W � � Ni�u• PA�� �"u r�a� � I a (� � W ui PL LU cc G ° f ' O \ ` Town Qf Veil ' F G OFFICE COPY - SECTION PROJECT NO :. 2 ` DATE3-'(7 'qS A S 44-0 ( -4 t REVISION N �! , ( DRAWN BY A, E { i t : I I • I t{ I r t r t, i r r x d ! r i ! I x 2d 4z Cv PP�� C-P p- L� I 64;uN i LA-G4 - L1�P�P ! I (b� aLl. Gores C7'i a r I f Er I ..C. L�cxXJ FA��O- T T = 0-'f A �r - r ! i I I 1 ( r = I I II rl,iii� i PP (yvt rr�a` � " s�.� Por2-T- t r� 'ALOC d� t ff T-,� OPAL W -ta►rl -�a r-,IA, c.-1 3 uj t I - � GEI uiyC-� LvN`�j YLULTI o� r> 6j,'A FILE _ I co t !I f• to " i ,c i carL U f � .. � ��: �� ��' �a'tu�i,. (I��Pglt,l'1•"� �o �. r>;2 �Irlls{� s-j'`3CE�j —GLASS t I�/ h roA� fZ - AT>` IrlSLiud7lor4 V w � p�Z f��T � s'tt.i� t�da Irk —��- STL�tirc�L { U CONSTRUCTION FENCING � u1 CID F I Twxu&+ our E �L'�; Pf"' SF�A�dta'C10r� (`�l`�(Lt�il. '[-HA f'LtYErITs /��IC , �rtlbr( _ i s A -3 -'BIZ- 0A U, t:-:: pal P11 0 I4s i - d --- AL, LIirl of LIt,#,p�, jA}- -GILLS to �a�� P61- ! --(JPU_ W APPEO t � - - {�(ZF'AS � H�U— ,A`�Er'I�i '-�'o bE.• �I�� (�T�'.r�V� ' � , I W . I , �'j`v � �j�ll rI� �(lDI`ri E��� o� �' �I l' GAP . d{_ -- i � t�IL tAPol2 aAl2 'W�L _'j'�G u p,Lr� �pE n� I►IdU-`-� �GNU ►)C� ' W I r rI L 10�L 'fib �1Pd"t1 �i►) Gi �jPa2'��j I -N}t Llou) A'r +ao�'r poo a- -to ,1L-L7 A P A 0 G cW�' W - r�'r: T�U`l't �It1l vD I�I� PPrw��� ��E �s�vvl P ��!�3L : _1 ttz � �I , I PPItZ N1PU- '� I�ArtG-�+ ISM I�IL I.�P� P yL(�� U�uST I -ifi SLA6 Z) Sur-FWD E d C OC a LL 5T►4 LA0,L. f,l- X0-1 F611HOA- ail t Town of Vail ti e2 OFFICE COPY q s�LL- s-rur�s �I c-A�ILk= PROJECT NO o�. ODj � II T rl S�= X�L ' TA(WAN I �A-r�rJ d { DATE�I- 'r I - o �►O d - - v _ b- ; REVISION NC-'-n 4 - SECTION O DRI 1� _ p ` ti .r f �fv i w , 1 k , ® - Xx �'ArJD�rIC-� s�r� �P� �� -�''(P. 20 c�z T�►�. C �..� '� i 1 r ` Z co 4412, b�lSC�I %PLGot� (?� S�(Z r-�t1TT LA (j Ap o Ld �F-a e-o PPC - rr2oN` - tN�L) 1 � - �-A�o��� W ca �N W p o I 0 O W rr JE Ll j ; U .moo Z LJJ A U. O Town of Vall (� ( co \PRQJECT NO DATE w Pt,.Ad BAs �.I����-� P�-�-� q-f -9� �`�' �A�i�� �i�t.� E �j T REVISION NO----- �,�,���Y�rlh ROOF PLAN �o1L k`R1A1. b llF Li I n k-j Lq-{'-hUT- , J7 1 9� �2 i , V r v i t f , - 7 CZ . • ,�` v � r s tiK �IU s�io�.f�1 •N ��� �N �LE 0�15 H MA.L-L- Ali, _ ui t Y ,a, 1 r k fLlor� U�N ►r�Cfi �� p- 3 (j-1 uaL r�LlIL) rr .,,,�rj; �► CS LL Town of V0il 1 P OF IG` ' COPY .. PROUEG7 fVO. zKTE AEV/SION---'- A .r EXTERIOR LIGHTING i I� o -- -- --- --- Mo Tz�%J lr- SOUTH SECTION ' DETAIL DETAIL k IN SOUTH ELEVATION EAST SECTION ' • Z I ►r Q �� ,. I I LA e i '10 7C- --- �, I f i a 1 a Q 0 � .,,.� cc LLJ, , a ,,.. -To � - o _ `(']ten, � � �� _ � 3 i � , •a° ,� - - - 4 - - _ Town of Vail ' I c fJo ll- « k;LIAL rZA ir1 C S ExlsnNcl L►�Nr pos-r APPL.IL��'IvI 'N IS n�E� [.IHar co f 'f�1 S P ILA I S A i�lo.�,gL. a R I t_ x r { �mss ' �1-►� r��rs 1 A, P A-, Lx�I �-2-P ; �' �� y �� � � PLAN O ` '" Ru- 5 I�a�� R�� i�PP�ou�i�Te �►�� a I51 it ®�•w -�S ;., :'�.�- .. �'�IL1(�r•I� P�-f,� r(trL 1I�NI�'1ar( �"��=Cl� �r� 1.� �/��'� � )(tI�1�tr�Lr�(.�i S(�� � (�"�, '�__ N__, - ------_____.._—____.-- - � `;`U' 'Y 2170 7«tlt A, =2a s I • . � __—_—_I J-- 111 , I F1 Tt4 1'�, ► �'t'Ef� I I � r F n f • , ` y - �I�I.•� ' � �7`I`�Tr1�j UG►-+fi - 'o �e�IFI� Pt �rri rz7e- - AuS I c.a -10 - t Ed PLAt4TI�I6I E r� Orl GoLUr'I&riE - A&UIL.F- IA, CA5-�-QLE-A ' - � I - LuF�I�It.1S I �-rs Puri P�-� Cori F f��E�- ��) 10 A,C, P y�P4Q- d I ¢ ® �lu��� �.�1�iFlCS � =��=� ��TU►CU �xls71rtt1 �..oi..I��S czI w ��; -�- C2:9 i �sr .s co I ' r 191-a�F�('� G�.I�r�r�c� isle�'� I T ��11i"{rl� PIA►-fT E� , I 4 co o � I 1 co a 1 ' \ \ �iG �u- PLAgr M 47- rziA L Tb I� �v T' (z �. � _ �a�A�S �c aUr� C� T� A�o`� usr -p �L� ,��T�9 PL�v�rl��s $71 (6t 410�L 46 Nett PLA,,rT-Er?- - I_k-Ls. i GAP rIA- J Ex ls'T��Ic - �lol- Nn UJ -''- � : j 1 0` O1W i 3 v OE ? I — - F pall A-3 " Fop �ICISTIt16T T��1rS 3 J + ,-- Town of Vail ' OFFIC GOPY�' i • /� I PROJECT NO DATE 7j-r7 1 ' LANDSCAPE PLAN I U r " e1 i t _ I k I O p, 4 f ^ . b y f 1 p., L yfh 1 ` / I� ���-- - — ►Sf�r�� PLA ' E('— t p l r4ed z- ' 0eorc-1 4SfLrlkTc. ITo Cg- r 4 I , � / -e- Exi sTl r I� I-��p- Tv ►�,: P-�►�vJ E'D � I , f i - Tb ALL f' I loll ADS de CAI KI L�J D / / �✓�r� /� �0��7 Gv�R-IA�L�- �� r�D�z.LE�� :�4 r �A. ALL 40I O I�L b6 I�v;ri LL D x �x►�,-j-i rlC� ►TE . , Town of Vail OFFICE COPY i 2 M�.1�f LI l ��W � y 2� ✓ ' I n r 1, ��✓E(zS r'!'Q`r �I��ilr �o Kt' �(�vS�� \ �'3 -<x.�t•T e 6Lllu:20 1 IRRIGATION PLAN -d(tIK�irPli�.A)I�I�CC'o-�NS-r(�-11.LATnl►'Jvs��,.l APIn{Gy O S F; '"_ - {g � - {► p xi REVISIONS 1 L -ry r "\/,g H4 5�WATII;Q. nHG. OH 44 14 14 H vr -110tj - la� I ag'-4), 1/7 'A�H w 'ra PF, 1N r, 6V*-0H 14 5>1 1'!�rl W-0 • Vil W. 1 12082 br c) C\: t- N F==1 LO 0 C\2 0 m c\2 m cz 1=1 003 co co 0 CQ C\2 "o to cc Q) 0 co co --too 0 co co cn u C) PEP 60W;�rJZUOTIOP CD g:� 44-4,044;- /2rm PAU MH�- HI b or2 V5 Zt� Tel 50116�T� HHA-pl 57q<,r,6 0 T I rh (-3 e (019, 4�4f r irar r1F 3 41p P�4J 1?1�� eat,, NZICI- 1=1ELL) E=_!��TAZIZH COL. LOCA-TICNI SUCH -71-M atv\ Aeo*vE: wu_L_ cLr,--. PC WAUNCH SITE KEY PLAN 0,PAU I !r�K;fT&lv "AIR 4-a -ra MAIr-/w �x WT� 0OU&IM. 4 �I I ;r A loo'-a" 4, 11"'12 14- � 0 V%4w Apt -LL 4\ K�11 COWMACTCR,' o COCT20. P r�BIZ, )4 (Tv) eF r -;::?0 1 C E m LN I W/ 1,,pw,-T I a w7 lau?pL I L FZI I / 2�p'I.IiC K Ib"pap ` � � / / ���I�}II] '� III O 'o FUR UAI 1- 11 ) Tir EXIST Ccl\lc, F:r->N WALL. ' FLOOR HEIGHTS SHOWN ON THESE DRAWINGS MAY NOT REFLECT- jACTUAL FIELD CONDITIONS. THE BANIK LOBBY SHOt I-D BF 1/2" + ABOVE THE MALL. AND TI IU Pf?_�A BAKERY FLOOR SI IOULD BE 1/215+ ABOVE THE I 1_I PATIO (BOTH FINISHED FLOOR ELEVATIONS). FOUNDA71 ION I IEIGI ITS j 'SHOULD REMAIN IN DIRECT PROPORTION TO ACTUAL FLOOR HEIGHTS 1 71 -Tb ;5".�4 W c�01 -fESE DRAWINGS. HEIGHTS FOR FRAMING ABOV]t THE SLAB SHOWN ON TI -1 F�A4V_1�7 OL try r.>-',4 PL'-::-, ON ON THESE DRAWINGS AMOST LIKELY DO NOT REFLECT ACTUAL 4,:5 N/�FT. 0 044 a*Xlc,-r 0plqQ r­t:�,N WALL EIGHTS THAT THE CONTRACTOR SHOULD BUILDTO. ADJUSTMENTS w 0 rp_ I 'A CD 0 EED TO BE NIADE IN I HE FILED so r[IA'I THE ACTUAL CONSTRUCTION IS (EMP-M) OORDINATED TO ACHIEVE'ri-iE EFFECT O�THE- ARCHITECTURAL r--XP ANCHcr-2--, LEVATIONS. 0 0 • FOUNDATION PLAN X11 , T� ��� V4 1�all cn SECTION' I � � W LL 0 w/o— 1111,4) -A I L1.0"PA -s/Vi, Vrij 0 A x A-" V e it. r2lb Vz"4, r IL _.1 h bRAWING Fill r'.1--VI-LD T-rr, +410 6 1 1 -) r-6: rtoll&p KVISEL i t'�2 6P, m IV, P T Alp J�* >( ALI. �5& JOB NO. DATE A! 4 0- SHEET NO. Town of Vail �_511 nAp 14�; rLA� r_�: rfxp 0044 0 ICE COPY ..- - x ��� s I AIAT r/ WT� MIK 6 CT SHEET 10 N ;2` t t REVISIONS r G*ENERAL NOTES � w N oi,y b 9 1 L VE LOADI IISEO 114 DESIGN - �•4 A. ROOF 80 PSF 2148 B WIND 1 BASIC WIND SPEED 80 MPH ' "• 2 EXPOSURE C C EARTHQUAKE ZONE 1 a� 1 + � L ' 2. FOUNDATION$• A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2000 PSF. *Z;4 t3 /�- THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL I� SOILS CAPACITY 13 EQUAL TO OR GREATER THAN ASSUMED. D ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUALED EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF 42'BELOW EXTERIOR GRADE. ti,, : I TEN s/F' l a f 1 P r • r C. ALL FOOTINGS ARE TO BE PLACED ON FIRM,UNDISTURBED,NATURAL SOIL �f`M rj Z OR PROPERLY COMPACTED BACKFILL,APPROVED BY THE$OIL3 ENGINEER. BACKF1LL$HALL BE COMPACTED TO SS%(MINIMUM)STANDARD PROCTOR o DENSITY UNLESS OTHERWISE RECOMMENDED IF SOFT SPOTS ARE ENCOUNTERED 1 RE"OVE SOIL AND RECOMPACT WITH APPROVED FILL �pWCc3T C/�I ST C. WALL D CENTER ALL FOOTINGS AND PIERS UNDER WALLS,COLUMNS OR GRID i J�p ( ( Q \! LINES UNLESS OTHERWISE NOTED ON PLANS. i��i �es NA E s°����, I=oTZ NI^W WINDOW. 00TR . '•, �° •.°f°0 �. ,o 1 N E CONTRACTOR TO PROVIDE,AT HIS EXPENSE,FIELD DENSITY TESTS ON COMPACTED FILL �i, 0F' CO� I 1�R I LL AS Tzr=� tD. NoT UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE A MINIMUM OF 2 REPRESENTATIVE ��7(fI L II L L111�� 0U F_TZ CUT_ TWo OT DN GS TESTS SHALL BE TAKEN FOR EACH FOOTING AND SLAB-ON-GRADE. MAC 1 M V M - } F. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED$0 THAT CONDI- TIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE- 1 3 CONCRETE m A ALL CAST-IN-PLACE CONCRETE SHALL-BE MADE WITH TYP E 1 PORTLAND • CEMENT,STONE AGGREGATE AND SHALL DEVELOP 3000 PSI COMPRESSIVE �1�.�,,�,.� CQ r- _ O STRENGTH IN 28 DAYS. f" " "I co Lo CQ m to t B FLOOR SLABS-ON-GRADE SHALL BE POURED IN CHECKER PATTERN,AVOIDING ) 0 CH Co N S /\ RE-ENTRANT CORNERS,WITH CONSTRUCTION JOINTS LOCATED UNDER PARTITIONS C3 co I I - W 60140 HERE PRACTICAL AND WITH NO DIIIENSION EXCEEDING 1S FEET OR TOTAL 41 m co I' AREA OF 225 SQUARE FEET AT L.FAST 48 HOURS SHALL.,ELAPSE BEFORE POURING C..��+ � � 0 N CSI ��>✓�( i ��(-/��� ��r 1 x ADJACENT SECTIONS CARRYALL SLAB REINFORCEMENT CONTINUOUS THROUGH �"" 1 CD CONSTRUCTION JOINTS. Q� C SLABS,FOOTINGS AND WALLS SHALL NOT HAVE JOINTS IN te-1 - 0 co M A HORIZONTAL PLANE. A14Y STOP IN CONCRETE WORK MUST BE MADE AT THIRD PPii ­­40 0 POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS •� 'H"j 0 m n UNLESS OTHERWISE SHOWN ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS I REVIEWED BY THE ENGINEER w =N D ALL CONCRETE WORK A14D REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH 1 hZ ACI BUILDING CODE 318-83 UNLESS NOTED OTHERWISE ALL EXPOSED EDGES OF -2 CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER.USE STANDARD HOOKS ON DOWEELS `"'4 ;> UNLESS OTHERWISE NOTED. C�d N O 'U t 4 BEINFORCPMENT CC Q co A. ALL REINFORCING SHALL BE HIGH-STRENGTIH DEFORMED BARS CONFORMING TO ~-'1 A3TM GRADE 615,GRADE 60 EXCEPT TIES,STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS,ASTM DESIGNATION A616,GRADE 40 B WELDED WIRE FAL•RIC SHALL CONFORM TO ASTM AI&5 AND SHALL BE LAPPED 0 Zy ONE FULL MCSH AT SIDE AND END SPLICES AND WIRED TOGETHER. C REINFORCEMENT PROTECTION, 1 CONCRETE POURED AGAINST EARTH 3" 2 CONCRETE POURED IN FORMS(EXPOSED TO WEATHER OR EARTH) Y 3 SLABS AND WALLS(NOT EXPOSED TO WEATHER) 314" D NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAL'LED OR AUTI IORIZED BY THE STRUCTURAL ENGINEER LAP SPLICES,WHERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS UNLESS OTHERWISE NOTED MAKE L?�5, ALL BAR$CONTINUOUS AROUND CORNERS. E. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSI- ,(2) q� I'VI�,/1 b TIONS SHOWN ON THE PLANS ALL REINFORCEMENT TO BE HELD SECURELY 00-- 2 X �G 5 x 4, ����l \t IN PROPER POSITION IN ACCORDANCE WITH ACI 318-77 ri / Nmrz.:- F-iao �S-f/�BI,ISN CCL LoCq-r FON � C--Tz t 6 srRUCnIRAL�g€�• r PC. HAUNCH I n \0 A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATIONS A36 EXCEPT 1 PIPE COLUMNS WHICH SHALL CONFORM TO ASTM AS3 AND TUBE COLUMNS TO OVER r-ZA M 44 2)(I 2 I(jJll 2 e I CG It O{ `\� )( r O ASTM A500,GRADE B.LATEST EDITIONS ANCHOR BOLTS SHALL BE A337 STEEL AND 6TVe, �L. ` ) 4-A4 'I' , ��- ?X63 I(p /�- MISCELLANEOUS EMBEDDED ITEMS SHALL BE A35 STEEL.l Its ) (FLAT � wN� r, —7 � CONF-12M V L, CONN 'TO 'EXIST ° (04 1 / i - G) B STRUCTURAL STEEL SHALL BE DETAILED AND FA13RICATED IN ACCOPDANCE 0 Q�'-C �4PI UN CH W LNG `2AT WITH LATEST PROVISIONS OF AISC"MANUAL OF STEEL CONSTRUCTION" t O _( C MfN'MUM WELDS TO BE AISC AND/OR AWS BUT NOT LESS TIWN 3116"CONTINUOUS t - �31q - • FILLET UNLESS OTHERWISE NOTED I �� \ ` \ H• u / 1 A 1- ' �{ aL� D ALL WELDER3 SHALL HAVE EVIDEFNCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS DETAILED IN AM D1 1 - I� 1a- Y , \ \V E. PROVIDE TEMPORARY BRACING AND PRECAUTION3 NECESSARY TO WITHSTAND \\\ (B UI Lf> 1 NTH laP\ Oda �D a Q - \m \ "�,�� ALL CONSTRUCTION AND/OR YJIND LOADS UNTIL ALL FIELD CONNECTIONS ARE ^f \\\ COh!PLETED AND SHEAR WALLS OR DECKS ARE IN PLACE \ \ ( of 1 X I ST WA L L� U 9 a- �O F STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL CCNPEN3ATION FOR SHOP m I, n+ �1 DRAWING nh&E FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVI.�IONS TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION — v `- u L5x8xF6x(D-q W/ 2x10�1l0" 2,410 Gd I� „ � W IOk ZZ BE DRAWINGS 3_�� �`'�'�_B31-'TS 6 LIGHT GAGE FRA t C C_NP � Y•L. ��N"� �`3� I�7 V-II,. A LIGHT-GAGE MIETAL FRAMING SHALL BE THE SIZE AND GAGE SHOWN ON THE CI I O'-lO-* DRAWINGS e FRAMING ROLLED FROM STEEL 18 CAGE AND LIGHTER SHALL CONFORM TO ASTFA I� A570,LATEST EDITION,COMMERCIAL GRADE,WITH A MINIMUM YIELD STRESS OF W IoX�Z(T3ENT.� 1 II LOW J 33,000 PSI ' , FL JADZ� 0- FR/L'A1 G ROLLED FROM STEEL 16 CAGE AND HEAVIER SHALL CONFORM TO w PROVIDE Y? CAP 1t- FC42 2 x BM \W E-3/411 / ASTM A570,LATEST F-OMON,WITH A MINIMUM YIELD STRESS OF 50,000 PSI C iNG� 1N1 4-�ZLI t �RU f3eL`CS��1'P.� TS3 x3 x W II STL T� SADDLE 2ct i?�JTTOI� 3- /q.H� THrzu BOL-t's 7. WOOD.E7�-I cJ �2 �t.0 MN A-r v.L, � %ZII CF�P FP. (sLopl N G) A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR,LARCH,GRADED BY ® , To 13 AM Ctrl N \N/4 _�ZI( �CTS POTZ C� ^-� WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO unirORM BUILDING � 0 1 CODE AS FOLLOWS ® Q W2"THICK-4"WIDE STUD 1b= $00 psi � h 2" o THICK-6"8.WIDER NO 2 7b-1250 psi 0 3"THICK-6"b WIDER NO,1 1b=1350 psi {� J NOTED ALLOWABLE STRESSES ARE NNNIMUMS AND FOR NONREPETITiVE USES PRIOR TO j O LOW ROOF FRAMING PLAN PROVIDE E1X4 STRESS iBRIDGINE3. ; 8 PROVIDE 1 X d CROSS BRIDGING NOT OVER III ON CENTER FOR ALL WOOD JOIST'S Ah,D 2X SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE USC SCHEDULE UNLESS OMERWv'ISE NOTED rui -J I V i C PLWJOOD DECK AND/OR W1U'ERBOARD 1 APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN > PLYWOOD ASSOCIATION 2 EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADE14AP{OF a� THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U S PRODUCTS STANDARD PSI,LATEST EDITION FOR PLYWOOD ALL 0 PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO Q THE WEATHER SHALL BE OF THE EXTERIOR TYPE. W 3 FOR ROOF USE 518"OZ116 SPAN RATING)EXPOSURE I SHEATHING I,LMLED AT 4" T O C ALONG PANEL EDGES AND AT 12"ALONG INTER%EDIATE SUPPORTS. N 6 EXTERIOR WALLS SHALL HAVE ONE LAYER OF 112"EXPOSURE I SF+FIITHING Z NAILED AT 6"O C ALONG PANEL EDGES C) D PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAIAINGS �� J AND SHALL BE"SCI"AS MANUFACTURED BY BOISE CA--Cl-)E,INC ALTERNATES SHALL BE REVIEWED BY THE ENGINEER.WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER. O E PROVIDE BRIDGING PER MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS,WOOD TRUSSES SHALL BE DESIGNED TO FULFILL STRESS REQUIREMENTS AND/OR LOADS NOTED ON DRAWINGS. SHOP DRAWINGS , SHALL INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER. F VERSA4-AM MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES Fb=2800 PSI,E-2,000,000 PSI,Fc=750 PSI,F�-=P31 BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS CONTRACTOR SHALL HAVE THE OPTION OF USING 3 112"OR 5 114"RIDE MEJABERS I II �,►�11 8. AKNFRAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS 4" /Y_l t ✓✓ !^, B PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER l U L Y ITEMS TO BE ATTACHED TO TiE STRUCTURE,ENGINEER'S APPROVAL OF CONNECTIONS �1 It �. Y�17. �j(�� � ( � AND SUPPORTS SHALL BE OBTAINED UNLESS SPECIFICALLY DETAILED ON "T fi ARCHITECTURAL AND STRUCTURAL DRAWINGS,RESPECTIVE SUBCONTRACTOR I I SHALL FURNISH ALL HANGERS,CONNECTIONS,ETC.REQUIRED FOR INSTALLATION OF HIS ITEMS 1 1/Z I v, C PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL., DRAWING 4il ` /Z v I 3 I - - D V� M,ECHANICAL,ELECTRICAL,AND STRUCTURAL DRAWINGS. MISCELLANEOUS r -- r EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL AS174 A36 x � L-7i- Vi D PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO THE 1 o J -,1-" EARTH ( C�/ Cj/ t t I�h CT�P E SUBIVIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL \ l / f STRUCTURAL STEEL AND LAMiNATLD WOOD FRAMING I•EMOCRS THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BC ENTIRELY AT THE RISK t ) OF THE CONTRACTOR. /{�� � ' (n , ,,`` I 11 JOB NO. ; �W4 ' �� L 4>4` )4 IQ , O-CO fi•h� F WATERPROOFING,VAPOR BARRIERS,WATERSTOP,ETC,SHALL BS AS SHOWN �� /f�, I !a • I 11 ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED III THE SPECIFICATIONS DATE I o f I�/q4 I (2) /III d7 x �It C �I✓��) �X'�- l�l-�Gl-lo}�5 SHEET NO. - Town of Vail 0 ICE C OP y'r S2 SECTION 4 SECTION 3 SECTION 2 SECTION 1 SHEET _2 O f , �t i J � .o 1 E d - 1 �d ,`r L� G=• 5 z:: ! ' ELEVATION ELEVATION ELEVATION a � Z ^ � 0 co f v CO c 00 Zf- doth-1-Ll6�- t a-e"" —� V r i v S F�N-r r W v �'r�f p- c�roc r�c-�t`� -1� r�i a�►� ��w��1�lt� � O G(.E A d d L. . -To W1-,!`I �-F _ �._ � i PROJECT U,D Tv N�I� �!S"(�[r� (�bl��'��U� DATE ID-a �. + PLAN REVISION W �.�E1f_C ��/a�.Lf DRAWN e, I , i I � / c� / t t i \� I R 1 � a ELEVATION ELEVATION ELEVATION ` r y -� - —� to co ,ni ` L1J ALA a C� LU 5 L-`: < c) O i GLE A J Q LL t r'ItCt i PROJECT NO I I�F�•� Co�1G�F'T Gip T� r'� ?�� t,- -,jlr1Cq DATEID-t(- { PLAN ! 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( . 'o �o . Fo(Z- OA LL W V' 01, r2�altlt2 fio HALO '01 IhK.I(» �a�..S• r �r a f,� " rriQ a(2_ � �/6�1� ALL �I��I� caJDlilp0,> BEP bFDEr2-iris .� J 4 �XiSfilr(C� pEC - � Ir�TALLIr1C , Nrrf [- aTS44 L �� -�-Ils Pr2o-� ��T. q ' - � IU tNT �►�E D�1�•I r i Cv�i ST(��1 G?I W (�A��� -tv -(A-� S�IF .� �..o E r' E��Y� Kp � ADDITIo�I IS I•JITIWIhi A('a(lo�/EU E 0 1 L,4r to W h -F VAI L , _ LOT U r)L LLJ -4 L �S��� IC I• ALL T4�v- To (2,eH A.IKI A((- I ►�c� �.- G UL P� 1•iti ��� i ��. - {. I A.L -tfLer- S ZS - 4 i�Ti �S DP R�IMI�-i'� t_L. rZe i �yy -AsP�ri ��T' c-oLorWo I;fzqGz - f�1Ai�� '�° �E �00-r P�UrJ�V i z�� PIQow'(�Q{�►L- P,�Irh�D- P P�,P• _ _ -1`0��1 I.h�D�APE AR<.►(. rr�c-'� �a � GA LLzv eEroea7, 4-L coLo4Apo 5, O �-I��N� �) �� P�� � �E�� }��P� �r�� �� �rl� -Iz, ►� �' M Irl. � �UI'U �i��"'� � � PRO.)F� N(— E� LE ��ALLEI' DATE�7'2 � �IT� PLA•O KBD o►� GVLV E`r OATED "�"�'"°�� �� l C 1 `�'»" ' "'r�'- REVI:)iUr. `�U(cy I r! I rI G . Jo6 SITE PLAN ' I r p G C-LIT U- - �G_�CS• i t I 1 a o vwvw�' --- SOUTH SECTION - DETAIL, ' DETAIL � , ♦ I s '- � •, ji - t +� % / � I Ii - i_ it I U - Lpll `� ,� ' T � 1 ILW DIXE 4P5 g cveF_ FLP+trmi2_ ' ,, l ' n I L. L h SOUTH ELEVATION ! EAST SECTION A '' t � I 6 I I 1 j 1 j ..j {.i o 1 I l � r ; zF� Q I'S 010 ' PAS '17 Qr NO A } PLAN - - _ a� t. Ru- 1rI (, r f r I Tr t �• PLLr 1 ! �ir1 " E � P � �L I I i b i �' �� (�`� ��l.t✓�/ � tr ra t r E t � <�I S(J�L �-�I ! '� ' i ' r I a " IMPROVEMENT LOCATION CERTIFICATE E I hereby certify that this Improvement Location Certificate was prepared for DOUGLAS WALKER , that it is not a land survey plat or improvement survey plat, and that it is not to be relied upon for the establishment of fence, building or other future improvement lines. I further certify that the improvements on the above described parcel on this date, 7/ 11/90 , except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining CONCRETE WALK premises, except as indicated, and that there is no apparent evidence or N8 5 2 4 - 0 2 w E 8 4 . 00 17 9 I sign of any easement crossing or burdening any part of said parcel, except 2 I as noted. 51 . 5 .o 14 6 cn 137, Date : lie, -----�--- Stan Hogfe t _ 18 1 I Colorado .L.5. 265;:3 r5 7' I DECK I 9 5 - a COVERED STORAGE STAIRS o AT BASEMENT LEVEL _I IN r I I f ,P SURVEYOR ' S NOTE I DECK I 24 y 1 W The building location shown hereon is based on the record ties ACA to the structure from the northerly property line as shown on 57' NEW I the Condominium Map for The Lift House A Condominium recorded % ADDITION I - DRIVE WITH in the office of the Eagle County , Colorado, Clerk and Recorder BASEMENT I , in Book 229 at Page 660 . None of the property monuments remain to LEVEL STORA I ; NOTE ROOF PEAK ON NEW ADDITION IS w BELOW m 22 8 ABOVE DRIVE Pi and the building remains as the best evidence of the original 41 ^' OVERHANG location on the property . The intent of this survey is to show 4 12 0 ABOVE ADJOINING DECK L, 1 the improvements to the building since the recording of the O r57 10 I J original Condominium Map. I I41. I ao 1 � o I , O •r i 2 0 1 9 3 0 1 N 10 I N_ I DECK I _ - COVERED STORAGE AT ►>7 II BASEMENT LEVEL cr) N 5 7' 0' , " E �n N85 2 4 0 2 11 8 • 27 'O 1 8 6 to to I w SHED 270 PLANTER Z w pD 364 41 5 " _ N 15 7' 3 1 4 �_ 3 5 5 STEPS DECK h_ PLANTER I � I 5 7'— 9 3 �. �I `n W NOTE LOT ACREAGE IS = 20330 Sq Ft /0 4668 AC i E BUILDING COVERAGE IS = 13000 Sq Ft /0 30 IBC 10 WIDE Go 4 STORY CONCRETE BUILDING ROCK 1NALL I BAY WINDOWS rn -- 18 N I � W I c'> 3 4 6 �l N • PLANTER � 6 4 cnl Iu, DECK 1 52 9' 18 u,l O DECK �1 1� dy 2 0 ► I___!I J 'i-I 23 6 cn -- _--J CD 2 4 3 _ _ �__----- _ M. 3 9' w 4� a_ I 4a STEPS DECK — J CONCRETE PATIO PLANTER co A9 S85 24 ' 02 W 70 . 00 s' 19 0 S � 8 � 1 3 w 0 SCALE I = 10� b I-4_ / (�.1 CONCRETE PATIO 10' WIDE DATE OF SURVEY 1/15/90 1DECK f � ROCK WALL UPDATE 7/11 /90 I_-- - 20' p 2 0 - o CONCRETE PATIO m 2 10' WIDE ROCK WALL g 3 0 N O CR. O PLANTER Ln CONCRETE PATIO STEPS O PLANTER STEPS 30 9 " W�8 0 . 0 140 5 24 02 10 WIDE ROCK WALL IMPROVEMENT LOCATIO' �RTIFICATE THE LIFT HOUSE , A fN IUM -- - TOWN OF VAI L, EAG; " , COLORADO 41199 Highway 6 & 24 Eagle-Vail NOTICE: Post Office Box 1230 According to Colorado law you must commence any legal action based upon any defect Edwards, CO 81632 in this survey within three years after you first discover such defect. In no event, ; : 303-949-1406 may any action based upon any defect in this survey be commenced more than ten years .� from the date of the certification shown hereon. PATRICK A KEY JAN 15, 1990 �� L / J Cn W — tD ul Lu CL O ~ _Z M cl i e a � W 0 WJ>- o a acs F- in = m�W i z Ld o d F-0 W yrj a cn — W Y m 0 Y U U CL W HO> _5 5 0 oU o 0 � 44 - _ _ _ ' - - _._5.0_ 24 c cr I a -_z Zo III � -o m 3�J3 - - Y W WO WQE>jW amJm 2 4 . 5 W M Y — U (V O Q (� CD WJ J G W 3 9 5 oW W W r- H Uw N OZ O cnZ OQ M U co og Um 16 47' a ui w ---i o >m 2 3 . 7 C) c 19 . 1 W N `n N w O o N U7 c 16' 4 7 Z M -co 8 co 85' h _ _ -- 8 r5 57 2 9 a 3 ^ g Z 9 0 93 zz of tn o �` �I Q _ If to r 23 2 — — -- ' 1 - - - -- 23 4 - - - - -I -- - - - - ---- m io c rr •T�� � B1 4 r ! I 7 , 1 !� l ! 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MT I-- 1-Ny IF 0 Vr�)J�G t-\t-4,C)0 �4 Q FLU F- 4 7 - :L-faocne Q) )L eT IT 15re- 41-V' ---------- O i i c� A L3 1`� L 1 C,41 0 C) .114 E I - _ L 1c , LL 4- L 01 C V 4 0 Y VIJ I:-L Ic 0 I- �410UC70 117��IT P Af Vii • �� � •,;• ; — N �`�y p�, ( !i { �; .i � — ' -�,� I' j IF, GAS I P IT,In, VCF-C,S r, IF! lr,,w.§1 (0- CAS ke Pvc 91 &A N\\ IT 0 N-E�W PLAN4-R5 _7 141� VqL 15 fA C V 7- A A CIL TR tea) 4-&L 0 P, y 5 I -(E MAY C)T H F-5,1 F-,tt:<:Z�Ll I PtF K I t;�-7iE KIA � 14 F I 1v I t4 G Aj= EIC-r,g ra 0 VIc I�-TAJ R\v 1--L- -Tt 0/ 1 F-,T-L0Gd\ -V o '-tyIST u7t� E5c H F—V Ll L t—:- ep\vp-; OtR Rrzk?W�ICG: 14j.L <:�Rkzs b:I,C/c, \N 17 T A PLUG 19 4�-z- P-\ - ISII D,MAIN LEVEL PLA SE �� __ iA-ll :=1 I oil CH01V -V2 11 1 LC)11 I-ITTLE- IRCH-T-1 --PHONE SQIP - �'�NG �',�� ��A�M - { + I CoNsUL-T K1kNAr:*L-R / t-`---' ___� - -�-- -__----_ _- ---=- -_ - -- _ - -_ - -_-_____�-_ -�`-�--r� -; � _ __ -_ -�' �1:��'� c� €z �.Pa C��'� --- -- 41 r7 -4 - c TO �b\NITC�4 1'1�4 LOW- 15-170 RAGS- -D,40 K NIFL,W -4 ............. 0 ZC K T W -S T eo COL6 N L IL IS_ TO_ - - _fi PIP 0 V D NO TIONS jolm M. EAS_ry BL EVA, TOWN OF VAPL Joh, n Rosolack Proposed Addition Lift Hopse, Lodge ARCHITECT Y", Vail, Colorado Box 633, -Avon, Colorado 81620 (303)476-0410 --'- ARK \ �MTS HURD GLA\D P-00GH �4 {� - p nom, tf/ ,I ,J 1t `l •4 ' ! ` ` 1 _- U��d•' � I� .}. __ P c rIXE' I� CU�j'1'ON� CIR�LS T0f �" K ✓'� 1'S�2 X2_}}/� N it bAC;IG U WIT TL1 F U� ,nG 1-A�p ni{�� ,r��. �}` `�-• - '`'_ ` '\`; t tj 4 %. `, W RA , . AB O V� JC 10 M SAS U R 5 llR A 1`� �i W T N �� �� i� 1 \ti j 1'� i� i / i It I' H•U E2 D " G �.A W 1 N p a vV /tip° -�� r , 1 �(�D - 91 _ __ _.__ _ _ �y--s- I lam• P, \ 1 � � ...- , F 1 I 1 � II � � / ._�`^ � � � Roy 5: - � -t�£`Y`1 Mt_ l�`il' 17 D C I ' I C AU I~ t[� �.. -` _---- =___ - -=_. \ t, I� I ! �J 2- 3'-�"x�`8`' XIa/d.`' r!a -)E IB-rC1R ', w TRANcDOM E ' t-lo�lzoN`i' ,L. �o ��' �-�° ��,; ; - ,` r j IFL-US Nji a,c.��c 1y U LL 10k4 fLxcv .` ; _ { , ` '' ! ►► x I '' 5-�• c ��, OASI� r, - -- ------- --- ! Mt1`Z, A�' �'cR,�CTV 1'�1�1_ y 3 3 O XN�,ICI{TYa {T Q NCL MAN4 -{-IxCflT •C-s , I I Lrb c K t +sYgP 5 h tE Al N I(�!G -�_�1�1 �-�-�1 \H , �t -- ,- � S' - ------ - -02 I � I I'f'v,x II' IL AI�1 I N G ►N E PT e s F `r x. G As- MN - _ `_Col Ate .-' L. la V�AM t3 .1-cw 02 yJ L1. ' I ,44:-L 5-y S M rz,A-T:/ �7- 'R0c,-T0 P tk.,L.- v Mc�; IN G'��. S;���\-;�3�N G • � ! � - E = 1 N I IE;7N RCOF 4-., Nr { , F n j I i \1 U- '' �� � ' lid �I �°' �`' ,'' ,"=r�--,_ _` •tl T J 0 —Ij r A THE TWO ;A\� --- _ " - �- \ t=�;:z r flR 1 L-I V PAT a I. is Iv -- J ' I i t ' f i 5 �� _✓ 1� ___......... N � + JIG.' _ k 'K [D�zE u--T,;.A— I L5 _ : , John Rosolac 4, -1. 'DO 1:�- N, 7I _ `4�— c E jo Proposed Addition ...� K'A' r'� Lift House Lodge ARCHITECT ' / Vail, Colorado Box 633,.'Avon, Colorado 81620 (303)476-0410 N 00 (p((p '= N Oro 1 Q I'I50 Hai '--' 2x 10 L;�r 2 6a 5p W/ N C T & c� x 0 0 v ,°a V ACID DC. I(p O.G, • IL ,gyp wo Ag Is, ti •� _ - G I .�i W INI ——— STRUCTURAL SPECIFICATIONS 1) Foundation design based upon assumed soil bearing capacity of 1500 psf and e40_01valent fluids pressure of 45 pcf to be / \ �:� • verified by soils engineer at time of excavation. Z � 2) All foundation walls around perimeter of addition shall have \ �' 6'•• • •0 ql I minimum 48" frost protection. /.�►�� a.1 i 1 1 •••••••�• • { 1 �'r11y� i 3) All concrete must attain minimum compressive strength of 3000 /`�!" 1,4 A O ` rr psi after 28 days. ��Clr1/i - 1 1� 4) All reinforcing steel is Grade 40 unless specified otherwise. I r ' �/+�►�i � ,//(� � J 5) All lumber shall be Doug-Fir #2 or better, except wolmanized ` lumber which is Hem-Fir #2 or better. bC .n d61 L ids.` ✓ 6) All "6x^, "8x^ and ^lOY^ timbers shall be Doug-Fir #1 or / F.i ITV wr tic/r�/Vr/ better. I I 7) All Glulam beams shall be Doug-Fir (Fb-2400 psi). 8) Structural steel shall be A36, anchor bolts and bolts shall `q V I (��I I■ ` - • be A307. 9) TJI s and Hicrolams are as manufactured by TRUS-JOIST - CORPORATION, see shop drawings. L H1, h >�I 10) Sheath floors with 3/4" plywood or oriented strand board with minimum span rating of 40/20 or better and glue with + \ MLI�i2 PL400. Nail plywood with lod @ 6" oc unless otherwise �( l'! t 1L{J specified. Cover decks with 2x6 Redwood with 2 screws per a bearing paint. F �,..,1 11) Sheath roofs with 5/8 plywood or oriented strand board with � � � �'r �vl � _z minimum span rating of 32/16 or better. Ji1/ �I 12) Sheath all exterior walls with 1/2" plywood or oriented 1J� C�.Ih � � % ��✓/ We2_ I�X strand board with minimum span rating'of 24/0 or better. / (�1 1'�c r I0 d/G,'!�' Nail with lOd @ 6 oc at panel edges and 12 oc at inter- i x _ ��� I'?���i/� mediate studs, �j] (N'C 13 j Live loads used for des ign- V Floor80 psf snow. �_ 1� I/�!�1 'n -Lobby-100 psf. I�t F°Gc-1 /Io I 1� v i V -Office-50 psf. I I ,I O -Wind-25 psf. -Earthquake-Zone 1 UBC - J"�� 14) All construction to comply with the 1988 Uniform Building -T �� �- -� --- 4 _ � Code (UBC) as adopted by the Town of Vail Building Depart- J ��L,r�,a / • Depart- ment and the ^General Conditions of the Contract for 1 �j - } 44121 Construction" (AIJ► Document A201). l-/ Z/ C� -ExConstruct Walls as follows- In terior-2x6 -Interior-2X4 @ 16" oc, unless shown otherwise. �y A& -�(rK.f'w,/ ■ ( I �/► 16) -I All beams, joists and rafters shall bear upon walls or beams (J� OR be hung with Simpson Strong-Tie hangers or approved J� F equals. All connection hardware as manufactured by Simpson 0 I Strong-Tie or approved equals. rn 17) All structural members are shown in their final position, jfil during construction it may be necessary to shore portions • /� • ' of the structure while other parts are being constructed. I Contact the structural engineer for consultation as required. 18) Contractor is responsible for all non-specified connections, contact structural engineer for details as required. �� Q I 19) Floor framing must be in place prior to back filling cured X foundation walls. 20) Contractor is to coordinate all diaphragm penetrations (i.e., /� /, /� chimneys, plumbing sewers, etc.) through roofs, floors and �y M/ 471- .� `�//� I 1 foundation walls\with appropriate sub-contractors. General =KJ� 'I Contractor is responsible for means, methods, techniques, IL..laya��' , n, V ( sequences and procedures associated with this project. rj CI ifs �Ivtir� v I I� V 21) All materials exposed to exterior and/or moisture conditions IYi(�' � /J� I �` n O /V t� � to be treated for these conditions (i.e. chemical treatment, '6� 0, ►�y� A,�+Hwet," sLes. 01 I staining, painting, etc.) as required by code. I �GI° f�F�/A' n O north , sfJ�0 ' A —L C.�Z� p W Cl) '.i FLOOR FRAMING and FOUNDATION 0 a ROOF FRAMING PLAN u� it i I An S/ s� •11.1, UN C I �E='1 F-I�S 2.tto G 24! D,c, Y��,l�o( O�ms VAW � , Iuults, 1' P�F '�'�'1'uf�•l� � �I�IrLU cf��drJ c.� 0 u y r::: CI 1' G." I( / �� p J p �SECTIONA -A cc x I i1 quo ��e4 I:p I J. I I 3 •I�s k �oscl2 0 NUJ l i t III ) %W rr �t1►�arl►.IC� 0 1A A a — f� 1. /` , - - Colt; /4" F1u.r,�- w1 �V��V 1 � `. IV�a'iA�K.nF1��.� Y a.,,y •w J'trx _ — � 5 March 190 ,,��� l ICI �vxa2 � � col r.� TOWN OF VI-i' lLe i DAT SECTIOU B DETAIL C 10 John wKitosolack G Proposed Addition _ Lift House Lodge ARCHITECT a ' Vail, Colorado Box 633, Avon, Colorado 81620 (303)476-0410 k ti •� a�., -- .m-.,_. .,...�. ..,,�-r— -r—. ,,.. ,..n .. .... _ �.. -,.-. r , ��� _ , _ _ r .� - ., ,»,.. . -._.._ ,. - • _ p., �. . r a yip, !. • 4 , r x. 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