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Vail Village Filing 8 Block 1 Lot 5.pdf
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EXTElliOB WALL STUCCO FINISH � �D B�+C&: CLU -LAM ( STRUCI' . � 57AINED TO � � O �=1 � L:4 � ` r � ' � I ' . . . ^ nt / L / 2" CAX OAER 'L x 6 STUDS ( PER 5TRUC"i' . ) MA'fQH FASCIA . �l \ �'i! _� : r_' W/ PULL AATT INS . 6 MIL V . B . 5 / 8 " G ',: . [t . s� / /i [; Y�^'s � �Q 'r �d � � � �2 CAPP$R FLASHING � . � . , � �f�'P . F:X"f . WALL SID [NC : l � 6 T S G CI. tA!i � �J REDWWD OR CEDAR ( ST.AIN ) OVF.R TYVEC UtlER t / 2" CD3( OVERZ x b STDDS ( STRUCT . ) u ! �3 WOOD VINDOtaS ' BLOCKING AT 24 " O . C . G/ FULL I�ATI' CNS . 6 MIL V . B . i 5/ 8" G . H . 9 . - , � i ' "' Y , C�'� TYP . ROOP : / 1 CVT CEDAR S1IID1GLE5 OVE& a ICE/WATER SHIELD (UP EAVES 8 ' , 2LAYERS �� ' @ AI.L VALLEYS , RIAGHS , CRICKETS ) 30 d r` l 2 R 12 TRLF1 BD . W�CHAMPFER YOP EDGE A.�TD FELT ALL ELSE�IHERE OV6R 3 /4" PLYSiWD COPPER DRIP FLASHINC STe�IN 'EO :NATCH FASCIA . OVER FRAMING W./ BATT INS . 6 HIL V . B . � � / 8 " G . W . H . �'� CHIMNEY : METAL CHIlIliEY CAP ATTACkiBD TO STO11F. 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SOFFIY : 1 x 6 CLEAR CBDAB 0& REDSJOOD �� LANDSCAPH/RETAINING MAI,LY�uxc�TONE PREDOHINANTLY BUFff � SIDIl� N/ STAIN COLOR BY ABCHITECT L1 coi.ox w/sxorts cnr � DOORS : 1 x 6 CLEAR CHDAR IINLESS lI�TED OH � 1RB . FASGIA : ( 1 ) 1 x 6 OVER ( 1 ) 2 x 8 AND ( 1 ) 1 x 6 �R SCHEDULE DIFPERfiNTI.Y . RL+DWOOD OB CB13AA ( STAIDT) W/C04PEH DRIY FIA3liING Z� 2 a 6 REDfi00D OR CEDAR (RpUGH) TO MATCH � WOOD PEEL88 LOGS (STAIN) SIIIING (STAIDI) � 1"IT . D�TAL OUASDHAILS : fiROUCHT IAON OR ST&BI. BARS APPfl07C . L / 2" C&QSS SECTION 4i/WD . TDYRAIL ` � . Q TYPICAL tiWD GUARDRAIL: lx CEDAB OR REDFmOD STAINED TO l4ATCH FASCIA li/HD . TOPSAIL TO MATCA �- -- - ,�+c�pp�cly�14w1' M. l�TAI. BAII. . � i �, �--� � - i � \ i , - __ _ - � . � � � ` � � — _ _- - - - _ - � � � � ) � �� � i I � ' � � � � � � � � � � � � � � I - � � � � ' ! � � � � � � _ 'REVISIONS � �, I i j � _ - - ; _ � �3 �' lt�s " t� � _ , , ' �i I ---- — --- ----- _ � f� I � I ' i . 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G N ��`r� � �� \ �QQpO„R E6�S+l%,'� ,��p���.� a H�r�:`�,� : �. „ , , '�> � ,., y . : � • "r � = ° , � 2� W � � � ���b ��4�� 0 o. - r . � � KRHCONSULTANTS '� �!x� 'V� : ' - . }, � 2 strucu.ral enginaering and design �iqi�sS'%i �.- �.���` t �'� P.O . Box 4572 Vrd. CO B '165B I; X ` �,un���ik�A�,n�a�° ^ a (3031 �9-8391 � � APR 9 1991 < ; --- __- - - -- - - ---- - - -- - - - - - - - .'E _ _ - - -- -- - - - - - - -- --� � GENERAL NO?ES : JOB k910`t-01 : � q�1ING �TES : i �-,-- j � i � a . E �( ?ERiOR WALLS : \ DESIGN LIVE LOAOS : ` � �;j� r i �'i� G . '� . • _ � 1 . Ai : exterioc c�alls are cx6 s*_uCS � 16 " o . c . to a ^�aximi.n \�� RooFs -- -- - - - -- - - -- - --- - ------------ gp psE he : ght oE i ? ' - 6 " , 2x6 studs �? 12 " o . c . to 6 'fl9X1Tli}!It-.e : ght o � o t � i Floora - --- - -- - - - - -- - - - --------- ---- �}p psF oE 1`! ' -6 " enC C2 ; -c �:6 studs � 16 " to a maxinum height cf � ` o i Decks - - ---- - --- - - - --- - --- -- --- ---- 100 psE : " _ 't unless o=i,erwise r.oted . o 0 _ . , � 8asic Wind Spaed - - ------- -- -- ---- -- 80 moh CExp . B ) c . Prav +_ da 1 / 2 " thtck APA r�ted sheaching : plymood or � � => � i � maEer ::car�li rated 24 / 15 , axposurs 1 at exterior face of j � � ; i fOUNDATION pESIGN : extericr walls . @ : ock all horizental ,Jointe . � `�` � �• f 3 . Pravide C3 ) -2x10 headers over all Cooc anQ wlndow opening� �`� ; a . Oesipn oE individual and continuou� Eooti �gs is hased on a unless otherwisa ieciica "ted . � =� ��-� maximum allowable beari �g preaSUre oF 3000 p�f ( dead load '� • At beam bearinp lccations in stud walie , provide � lctola- � l / _ - plus Eull live load ? . scud posts equai to width oF bearinq me�nher un , oss noted - � j� . , <r j b . Footings shall be placed on the natural undisturbed zo11 , or otnera ! se . o o ��4x9 G•L .- � - - " ��4x`! 4�� � �-` 0 � LJ.1 i � , compacted structural Eill , below Erast depth . � c . Refec to report 9C6I06 by Inter -Mountain Engineering , Ltd . b . IN7ER : uR L�AO- BEARiNG WALLS : o 0 0 ' , � ' o 0 0 � r' i " � ' Eor additional racammendations regarding soils . - — � O O O `-�`.-�--- - O O O �\�J, . I d . Soil �onditio �s and types shall be vcrlFied by a 1 . interioc ioaC- bPSring walls are minin+um 2x�t studs C+ 16 " :- cspce9entati ��e o� the soi19 englneec ducing excavatio� . o . c . with 1 /2 " pypeum walibosrd both sidea unless hoced � -��-- -- -- � - _ r OthecwlSe . (p+�{ x12 .L � -' + RFINF�RCED CQN,.RETE : , 2 , provide C2 ) -2x10 nsaders over all opening9 in Wall unless � � �-- _, noted otherwlse . f � ' a . Conccete design ; s basad on the " Building Coda Requirements 3 . At beam beacinp loCations in stud walls , pcovide multiple- ' 5+, � ' ; �� r • - ;; For ReirtEorced Ccncrete " CACI 318-89 ) . stud oaets equal to Width oF beacinQ mambar unlesa notad . � � � � ( ( ,; � 2� . Structucai concrate shall have s ainimum 28-day compraesive othecwise . � � ' � � etrength of 35C0 psl . � ' � � � � � c . Pcovide cor+tinuous shear keys at vertical cold �olnts and c . FLOOR CONSTRUC7I [3N : , � : , � � � ._ . where shomn on drawings . , ' � i d . Concrete shall ba oropertioned usi �g Type I ceme�t . 1 . Provide 3/ 4 " thick APA rated 5turdiEloor rated at 20 " o . c . , I , . _ { Admi � tures containing chlocida �a1ts shall not ba u�ed , tongue and proove , exposure 1 . Glue and nail panele to all � U1 � . i e . Submit mix des : gn to engineer for ceview . supporte . 2 , , _ f . Co2d weather concre:. irrg pracedures shall be provided as •: ' � �= �^ i � - recommendad in the ACI fla�ual of Con�rmte Practice . d . RO�F CONSTRUCtION : j � ' ? ' - 6 � " 6 " � ��� �i I Q . Anc�or bolts foc beam and column oearing plates �hall be � - T � olaced with aetting templates . 1 . Pravide S / 8 " thick APA rated plywaod sheathing cated Y0/ 20 , �- , � h . Exaensior, bolta sh3i1 be loca [ed at a minimum oF 6 bolt expcsure 1 . ' ; diameters Erom co�ccete edge and apacad at 10 bolt diametere 2 . Provide wlnd/ seismic anchor at supports For ali roof � oist3 � Q � � T � S � b� � � L E 5 ��2U = II- O unless noted otherwiae . and trussad raftere . Unless notad otherwiae , une " Simpson r 1 - - - - ' ° - _- _ - - - ° - - - __ - _ -- = -_ _----_ _—_---- i . All axpoeed e�qas and corners shall ba chamEered 3/4 " . HS " metal cormector � . �_ ' --! REINFORCIt�i STEEL : e . WIND BRACING : � � � �-- - ; n . Detaili �q , Fabrication and placement of reinEorcing Steel 1 . Walls over 6 Feet lang mhicr are sheathed With gypaum ehall be in accordance with the ACI nanual oF Concrete wallboacd on hoth Eaces and which are deaipnated as shear �_ _ 1 Pcactice . walls on plan have bee� desiQned to rasist Wind forces in h . Except where otherwise noted on the draWinge , reinForcinp accocdance with Table `t7- I of the UBC . barn shall canEor� to ASTn Specification A615-79 and shall 2 . At sheer walls , screw 1 / 2 " qypsum wallboarC to all atuds and be minimuin Qrade 60 except tlee , Eield b@nt bars mhere to top and bottom plates mith #8 x 1 - 1 / 8 " drywell xrews at permltted by note on pian , or bacs ta be welded , which shall 7 " maximum spacing . ' be Qcade 40 . 3 . Exterior plywood or WaEerboard well shesthinq is requiced c . At splices in concceta , lap bars 36 diameters . At splices unless apeciEically deleted by engineer . in masonry , lap bars Y2 diametecs . Oo not weld o� use mechanical splicing devicas unless specificaliy approved by STPUCIURAL GLUED LAMINA2ED 7It18ER • enpineer . d . At cornece , make horizontal bacs ca�tinuoua or provide a . naterials , manufacturer and guality control shall be in cornec hers . Arou�d openinQs and staps in cor,crete , provlde conformance with AITC Product Standard PS 66-82 , " Structural. C2 ) - #S ' s extendl �p 2 ' -0 " beyond edqe aE openinq or step . Glued Lamirated timbe� " . � e . Except a� noCed on the drawings , minimum �oncce [e protection b . Lsminated mambacs shall be Fabrlcated u3ing Dauglas Fir in a ' Eoc reinEorcement ahall be in accordanca with aCI 318-83 . 2`iF -V3 combination unless noted atherWise on the drawinBs . ! F . Welded wire fabrlc shall conForm to ASIM Spec : fication c . All membere ehali be Archltectucal Appearance Grade , unless � A- 185 . Lap Welded wire Eabric a minlmum oF o �e full mesh indicated otherwise by the Architect . plus two inches . Lape shall be Wired together . d . Adhesives shall meat tha requirement3 Eor wet conditions of � service . STRUCTURAL W000 FRAMINB : e . Oo not camber laminated memDecs unleas Sndicst� on the fdraWings . I a . Ezcept whece noted otherwise , all 2 " lum6er shall ba Douqlas FSrLarch 112 and hetter , and all solid rimcer beams and S?P.i!r-n .RAt . GTFFt : posts shall be Douglas Fir -Larch N1 . b . Studs shall be Stud prade and better pouplaa Fir -Larch . n . Stcuctural steel ehall be detailed , fabricated and arected c . ?op and bottoai plstes ehall tre Douglae Fir-Larch #2 and ln accorda�ce with the most currant editlons aF AISC � ' better . Specifications end Code of Standard Practicn . � ' d . Provida solid blockinq at supports for wacd � oists and b . Stcuctural eteel rolled shapes , lncludinp plates and er.gles , I rafters . Withln Floor � oist spaces beneath s� lid or buiit- sha11 be ASTn A36 . Tube shape9 eha ? 1 be ASTn A500 prada B . i up columna noted on plans , blockinQ oF area squivalent to Pipes shall ba ASTM A53 grade B oc ASTM A501 . column above �hell be provided . c . All bolts shall conPorm to ASTn SpeciEication A325 . Anchor � e . Built -up calumns consi $tinq oP 2x`! or 2x6 studs shall be holta may be ASTM A307 . Bolt eizea �hall he 3 / `f " dlnmetec , nailed topether with 2 cows oF 16d nails @ 6 " along each unlass noted otherwlse . , atud . d . Typical Eramed beem cannections shall consist of palrs aE p '_2 � � ,E, 02� - I ! • f . Except as noted othecwise , mini �num nailinp shail be provided 1 / 'f " anglee uzing the maxlm�m number oP bolts called foc Sn - --L = =� - - - - - - - - -- -�- - --- -+ ' ns speciEied in Tabla 25-0 " Nailinq Schedule " of the 1988 Table II - A oE the AISC Manual CASII Ninth Edition ) . � UBC . 2x6 etuds shall have C3 ) - 16d nafls each end . � Y e . Expansion bolts shall be wedpe type with the followinp � p . Unless noted otherwise , steel cannactore such as thode minlmum embedments : 1 / 2 " dinmeter -- - - 2- 1 /2 " � manuPactuced by the Slmpson company �hall be used to ) oin "�� raPters , � oiste or beame to othec beam� at Pluah- Eramed 5 / 8 " diameter ___ _ 3 " � .T+ p ,- � conditio�a . Connector cortditian3 not otherw ± se noted shall 3 / `t " diemeter Y " f . Adhesive anchors celled For on the drnwings shall be plass � '� -- - - utilize Type U or Type HU hangers oE a zize epecifically capsule type such as " tlolly Perahond " or " Nilti HVA " anchor �4 � �5 x � ° `t " ` desi9ned Eor tha member supported , as shawn fn the systeme . Minimum embedments , if not speciFically indicated � � ^+ `, (K � � ' " - ma�uEacturer ' s published tahles . on the drawings , ehall be accordinp to the menufacturer ' a � � 4 -� � - yi� � xIO' ,�.D , � 4'- O � e h . ManuFacturod � oists shall be desiqned by a reqiatered s p eclfications . � �5 o W t s. x � �i 4'•0 � Calorado enginaec and etiall be equivalent in load-carrylnfl p . All waldinp shall be done by an AW5 certified Welder . �, '� � . capacity and deEiection critecia ta TJI 25 or 35 eeries h . Uelay palntinp withln 3 " of Eleld welds until Welda ace � � oists in the dapthe and spacinqs indicated on plan . completed . �°°--- - - } -� + -- - '. � O Provide blocking , brncing , web stiEfeners and other � - - - � ; _ � accessories as required by the manuFacturer . BACKFILLING : � � ' :i o , ! ; 'O , i 1 . Micro-Lam ( tl . t . ) laminated veneec lumber headere and beams i �' - v �i.� �,�o� � g��T' ----- - - - - -'j. - �i . shall have the Eo : laWinp prooertiea : a . Do not backfill aQai �st retaininp walls until supportin � ;. �Y � Flexural stres9 - - --- -- -- -- ------- ---- -- 2800 psi elementg are in place and eecurely anchored , oc ndequate � � ' ' ' ` � r�odulus oF eiaaticity - ---- -- - ---- --- - -- 2 . 0 x 10� psl ehocing is installed . � � `� I 1' Tansion parallel to qrain 1850 � - - ---- -- ----- - pal b . Verify type of fill with soil9 enpineer and atructural � 9'_ � } Compression parallel to gcain -- - -- --- - 2�00 psi e� ineer prioc to bnckfillinp . I I 1 �- - � �- Com ress + on � 5 �vLS x �L � .��-o - - -. ; �- : i p _ parallel to ylue 21ne i �, , _� I � � aerpsndicular to Qrair ) - --- - - ---- - --- - 500 ps1 GROUT : i pn � , d Y.ocizontal sneac --- --- - - ----- -- - - -- --- - 285 osi . I ; N: � � _ � � � Whc�re nure than one mamber is requlred , the me�bers shall be • a . All prout heneath column base plates and ateel. beams at I �n � � ��� , Easter�i togazher with two cow3 16d ra11s spaczd at 12 " c . c . bearinp ehall be non-ehrink , non-metalllc type prout . � �Q) - � 5' S CONT. i i ; i ' � � � � GENERAL REfiUIREt1ENT5 : TO� �+ ry°T• h � � • '�� �^tJ � I t a . Structural erectlon a�d bracing : ihe structural drawings � c,'_ � ±_ b _�,4 � <<�"�Ppp�BEG%sT•,,,o r ' 44 � a � � o ... ,. I illustrate the r,ompleted structure with all elements in � �` - �,pQM1�,'� R H�r�F9% ,. ; oe •. their Pinal position3 , properly supported nnd braced . Ihe � ! `c�, _ �:�' � • contractor , in the pcoper sequence , ahall pcevide shorinA �� _ _ � _� � � • � c . W` snd bracinp as ma�� ne cequired during constructfon to � i(X �, \ . achieve tha final completed structure . � �4"� 9 � 4' � '% FS'•e., ,, ,.• �?` 6 . Existine structures ; If construction ad � oins en existinQ _ � _ •,,��� �,y�NA� E o��� etructure , contractor shall be responsihle Eor veriEyine � , '��+n,uim����"`� dimenaions , elevations , framinQ , Foundations a�d a thin � � � else that may afEect the mork ahown on the dramin s . /�� � 3�qn a I �_ � ' ' � 2\ ?�q. � � I � � H . , p Underpinning , sharinQ and bracing of existinp structures ! - ._ _ ' ' _ = �� � - ' --_- �� - � . . -v - ` �:.. ��-�n.�_ � � , 2�� ; v (s'�f�G 'BT6 I �t , F7G Pi �� �. -� P?Ek W � x �' •o " / �a0 L I l�! P� i. wcC3 �C'i11J. Q� 4 � ' � • .1�sTrs • � b�b • . C ? � � DWLS, x � / , o� � I Zv 10� 4 � ��I�� r + ,/ �, 1 ` 9p �- — — - - y-- I (O2�' � �Q.�� � �' �, � 0 \ , ��' � �� � • � • � � , , \ . , __^�.� � � 1 �, � � ' h� , � � � � . •� � � ' �. Z �� ' � ` \ �. , � ?, .: . . �. �k � / �� ; . • i � � �-., �� _ To,y�.• �c � '•to � T,o.F, = 1b'-� Ci3i 4 ti ��,'Mj dti�.. � � � ._. � � /�,_ _ ��1 ' / � \ `� �\ / � ' ' � . � '.,. �{ry . . 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J � P✓� F F/�FTSks /�RE 2 � 12'b � �" UNLESS NoTEC OTHERWISE . y, : � - 2� RIDC� E 6LAr�'.S 6E? IvEE!*: TRUSS 5 11RE FLUSH - FfiAMEfl. +.�.� { 3 , �EE /V�HITEGTUR.�L. pRnW� uGS Fok RooF OvEkH��ic1 DIMENSIONg • OVLR Iy�PTr+ 1 � D � � � � � D 1� � � .� �: ,,�, _ , - ; o� N O � O vcjl.� E�i . 7/ J . , � i r O °' K R H CONStJLTANTS t� str�xXv'ai engineering s � es�g� 2 � P.O. Box 0572 VaM. GO B � BSB . x - 13�31949-8391 . � . 2 a • _ . - i . _ ` � ? . . . . � . ' . . . ' � ' � . . . . . _ : '.�y � - . �' . �+...�v�r..r.xe^-`---'sT-'--c�'-_-___ _ ____ _ _ -.__ _ _ . _ _ _ _ . . .. __ . . . . . . _ . _ 9 . r�v10� N1�D6�E bK4 • �I.oGkf+ � ` {ti D4E �, bIEC� � ON *RU Sfa�S i" �IERAi. NO2ES : JaB N910k-� 1 � F:FN'1IRIG �GIi� ; 2x12 RN►TSRb � 24' ,,� ` _ ; bTV� JotsaT HH4RS . �ry a . EXTER I OR WAi.L3 : �p'y'� ' � � � �, , i � � D�.SI (iN LIVE LDADS : ' . � �o�'f x lo'/z G. l- . • ' 1 . Ai ? e:ctarior walls ace cx6 atuds � 16 " o . � . ta a maxim�..m �.� ,ry � RooEs ------ ---- -------- -------- - --- 8p psE heipht oF 12 ' -6 " , 2x6 atuds � 12 " o . a . to a maximum i;e . y:�t � b � ,. '� � Floare - --- --------- -------- --- - ---- YO psF ' of 1 `t ' -6 " an� C2 ; -2x6 gtuds � 18 " ta a mexlmum heipht of � � �� ,Z D�cks --- --- ---- - ----------- ---- ---- 100 paf iT -'! " unless otnerW �se rmted . BoLID 2x10 DLIW - - _ ' � � ` 5 Basic Wind 3�eed - - - - - ------ ------- 8p mph ( Exp . B ) 2 . Provide li2 " thtck APA ;atad st±eathinq tplywaod or pTWN . �tAFTLRS � � � AV �N SoLTb ,4 �ONG7 � ��a�ar �eardi reted 2't / lo , exposurs 1 at axterior face of � .�. t 3�' � � �\ � �` '��-�' " �-'� �' S CTr° � FOUNOATION OESIGN : ' exter : oc Waile . E� pck all horiza�tal � oints . I m - _ 1{" 3 . Provlde C3 ) -2x10 fiearlare over ali Coor �nd windoa apeninq� � _ � ' / �� a . Deaiqn of individual and conti �uoua Eootfnps ls based on a unless �therWise indicated . �t2 �b_ �� .-�� L; `' ��\ � a�sxi�um allo+uable besrinQ prsssurs oF 3000 psf Cdead lwd N • At beam hearinp lCCations in etud u�alls , pcov ��e vlciple- �pµT, I�pR 8'-0 MiH • ' � r4__ � ` �� plus Eull live load ) . stud poets equal ta width of bearinq m�amber unlees notsd � � �N=�, � '� n ,-i ri b . Footinqs shall be piac�! on the hntural undisturbed eoil , or otherW ! ee . o fp3/+ x� �,{„ _ � � ' V�x� 4•4 • i �� �� ' compactesd atructural Eill , belau Frost depth . i c . Rafer to report 90610G by Intec-flountai � Engineerinq , Ltd . b . INTERIOR Lt3RD- B£ARif�t"a WALLS : ,,• , - � ,\ �.- � � -�, � ,l ^ For additional recommen3atione reqardinp soils . o - �- - - - --- -- - -- - �Ji d . Soil conditions a�ci typea shall be veriFled by a 1 . Intsrior loed-bear 'r�p matla ore n� i � imum 2xY studs 2 16 " � L� cepresentative oE the soila enqineec durinq excavatlon . o . c . with ii2 " gypx,w urallboard both sides u�less noted � ; � � � - � - � � � _, � , � j othRCmlaQ . i � / � � � (Mp� rct'L L � � � i � �q � n � ;\ � � � R� INFORCED GQNCR�TE : 2 . ProviGs ( 2 ) -Zx10 hesders over el � op�ninps in wnli unlasa � / ' y' ���� �i ,��'� -� � � ` noted otherwise . / � � � � � � a . Conecata deziqn !s cased on thm " BuildLng Code Ret{uirea�enta 3 . At bea�n bearinp locatior� in stud Walls , pcovidn a�uitipla- �/ � � � _ O � /� For Reinforced Gcncrete " CACI 318-89 ) . etud ooeta equal to dldth of beacir►p �bsr ut+ leas noted �� - - fo/Fx � 2 G,L . �URS C� Aa � C4� ' 2�(0 6U7LT-1,iP 8711p i � ._�-� 1 (IO 1 PO°Jf IN MN4L EA • CNA, i � V [� b , Stcuctural concrats shall hava e n�ini �►rn 28-dsy caaprsseive otherWise . � SEE S6CL yy; i strenqth of 35C� psi . � I ( � c . Provide continuous sh�ar key�� at vnrtical eold �olnts and c . FLOOR CONSTRUCTION< where shoWn on drswinQe . � d . Concrete ahail be oropoctionsd usinp I�p� 1 ce�nent . 1 . Provida 3/`!" thick APA catsd St�diEloor rated at 20" o . c . , , , Admixtures containin chlorida sslt� shall �t he ussd . tanQue and proove , exposuea 1 . C�iva and nail par� le to all EXTENDtD Tof G{C� , ExTENL�D Tc7P cHO1� e . Submit mix �+e� iyn to enpineer far revieW . supparts . Y 21 �- 0 ; 1° /� " ' �� Q AT TRUSS A /�? YRU6S A ..., - �.y [ . Cold meather co�cratinp pcocsdures anall be prwtded �s � ` I ( (" \ 1 � cecom�nded in the ACI 1°tanual aE Conccete Pcackicet d . ROOF CONSTM1GiI0N : . �-- - �- - - - . � q ' _ 8 � " e " � � ��� ll y . A n c h o r h o l t s f o r b e a m a n d e o l u m n b e a r i n Q p l a t w e s h s l l b e . � � � -J placad with 9etting templetes . 1 . Provida 5/8" thick APA rsied plymocid aNsathinq cated `!0/20 , � � ; h . E x o a n s i o� b o l t a a fi a 1 1 tr e l o c a t e d a t a a i n i n� o f 6 b o l t e x p o a u r e 1 . �� ! diametees From concrste edga and epscsd et 10 bolt dlsweters 2e Provide wirn!/ seismic snchor at supports For all roof � oiats ' t7 b __ I �� I O � unlees not�d atherwise . and tcussed caFtats . Unlesa noted otherwis� , use " Simpson ' 3 f��OF T � SS f � � ( L � 5 �2 - � � � � � i . A l 1 expose d e d qes and corners shall ba eha+o Fered 3/'t " . H 5 " n�ta l connectora . '� e� � . • l�INFORCIN[� STEEL : • . WINO BRACIN(i : � � NorES : + I , TRUbi �S; s AkE �} �� qT6ll. l.tiGN SIDE IN� �� � TiiRIA-bLT6 . _- � � a . OetailinQ , Eshticetion and placsssnt of relnEoccinq eteel : . Walle aver 6 Feet lonp Which sre sheethed mith qypswn � � � � i ehell be i� accordanca With the ACI na�wal of Concrate wallboard on l�oth Facs� and uihiah are deaipnated as ahsac ' �( ' � Pract7,ca . malis on pla� have b�en deaipned to reaiat dlnd Poress in ��' �� � b . Except whera otherwlae noted w+ the drawinpa , rei �forcinQ accordance wfth 7ahlu `�7- I oF ths UBC . � f -~ '�- � - L'� i j bars ahall conEors to ASTT1 S�ciEication A615-79 and ahall 2 . Rt �hear walls , xrem 1 /2" pypauia wallboard ta sll studs and � i � � be n� inimuw prada 60 excmpt tles , Eleld bent b�ce whece to top and botto�n pletes W1th NB x 1 - 1 /8 " dcywat l �crems ■t � ��i2 �� �*GR�e� , Ipj � � x 10 �� ^ � R E V I S I O N S 1 permitted hy note on plan , or bars to be welded , uhicl� ahall 7 " maxi � epacinp . �. � be q� ede `40 . 3 . Exteriac plymood ar waferboard wall she�ti+inq is r�quired _� e 4 � � ' - � - ° ' � �i Cv � { c . At spllces in caicreta , lap baca 36 die�stecs . Rt aplices unlrms sp�cifically dalsted by snQineer . i � ' � in mssonry , lsp bars 42 dia�etsce . Oo n�t uield or usa ` �' ' �� - - - - -- - ; � �echanical splicl � dsvice� u� les� sp�ciPlcally appcoved by BSRUCTU�AL 6LUED 4�'lINA2ED ZI [� ; �T-= . � ' 1 �� �� _ - - - - Q � enp ineer . 2 s 10 4 1�-. �` d . At corner� , �ake horizo�tal bars car�tirnwua or provide • . tl�terial � , aFSnufectucer and quality control shall bs 1n �� � IGw --_ ._ . . .--� Q ' corner har� . Around openinQe and �teps ln concrete , pcovide co�focmance with AII'C Product StandsM PS S6-8Z , " Structur�l �" �� 2x ( o R.I�°�� 4 C2 ) - 1►5 ' s sxtendinq 2 ' -0 " beyond edns of openlnq oc step . Glued Lamirated iimber " . j �j $ n Q � e . Except as noted on the drawinQs , minimun� concrat• protection b . Lsmineted me�nbere shall bs Eabcicated usinQ Douqlaa Flr in a �� Eor reinforcement shall be in accordance with ACI 3i8-83 . 2�lF-V3 canbi �stion unleae �oted otherWiae on the draWinQa . � � �j�y„jF1c-,,,p� L6 � 10 • � � E . Welded wire Eabric shall conforn� to ASTM SpeclEication c . All men�bers �hali be ArchiCecLucal Appsar�ncs Grade , unlsss '� � � � �1� Q A- 185 . Lap welded Wire Eabric a mi� imwa oE ons full wash i �dicated othermise by th� Archltect . \ - R - /�pp('�r� �, , , r, plua two l �chae . Laps shall be wi �ecl toqether . d . Adhesives ahall n�C th� requireaie�ta Eor mat conditlw�s oF M�DrT. earvice . � I � 3iRl1CZURAL WODD FRAt1IN6 : a . Do not ca�nbar lawi�ut�d wsmb�s unlesa i �dlcstW o� ths I u � � drawinp�l . � �_ 4. �tt} d t J.;=p , _ a . Except uthera noted otherwise , all 2 " lumhar shall ba 4ouglaa � c�. Fic -Larch M2 and better , and ell eolid ti�.bec beams and -r'Tp� �?� �p � St • � ` • poats shall be �ouqlea Fir -Larch �I1 . � ` _f`--���� ` '~ _ • �. 6 . Studa shall ba Stud grade and better pouQlaa FirLacch . a . Structursl �tesl shall b� dstailad , Fs� icated anA ecsetsd � ' � � D A T E O F IS S U A N C E � c . Top and bottoin plataa ehall b� Douplaa Fir-Larch N2 and - in accordance mith ths �ost curcent edltions af AF9C � "�' � � `� - � - °, - ? ' � Letter . Specifications and Cod� of Sta�Macd Praetice . i ��M N d.�rQ��� . � :' d . P[-ovido aalid hlockinq et supports Eor wood Joists and b . Stcuctural eteel rniled ehapea , lncludir�q pletea and acQles , � - rafters . Within Floor � oiai apaces beneath ao11d or built- sha1L be ASTn A36 . Tube ahspee sha �. l he ASTn AaOC prads 8 . � - - ' ' ` - � up calurnns noted on plans , blockinQ of ar�a equivale�t to Pipae shall he ASTt1 A53 pcsde B or ASTh AS01 . ` - Zx �4 �jl.+tb• ��+�1EI. i� `L¢a colum� above shell be provid�i . c . All balts shall canEor� to A5711 SpeciFlcatiqn A325 . Anchor � / ►u ���r �'�Sr S !°�� a . Built -up calumrn con�iatinp af 2x'�! or 2x8 studs ah�il he bolta �sy be ASTn A�7 . Bolt niaas ehall bs 3/`4 " dlsm�tsr � (T'fPICsL� -- � nailed toQether with 2 rare� oE 18d naile L+ 6 " alot�y each unlesa �oted otherwlse . + ' -., -�%� -� ' � � � e yt� , d . Typi. c� l Pc�med beem conr►ections �h� ll c�sist of ptics ot I - �+�- - -} � � � p \' � - - �- -= �.. -. - � ��- G�4� f . Except as nated othecmise , � inian� nsilin� shall bs pcovided 1 / '! " anqlss usin� tha wsxi� nu�bsr oF bolts eall �t foc 1n I -\ '-� � ! 1 -- - y es spsciElad in Table 25-0 " Ne111nQ Schaduls " of ttr 1988 Tsble II -A of the A [ 5C 1'1�nu� 1 USD Ninth Edition ) . � i L/�_ �__J--- y � ' UBC . 2x6 �tuds ehali havs C3) - l6d nails each end . e . Expaneion bolte sMll be wedQe type with the Po� ldwlr� i� y '� ' ' Q . U� leaa nated other�uix , steel connectora sucfi as thess �ninia�um en�bedmente : 5/8 " dis�neter 3 " 1 /� ' � � Ig�/4. b. L . rbE�(m1.Jlr, � � � ___ _ � , - -ti =- ,� msnufactuced by the Simpeon canpsny ahall he uxd ta loin ' 3 � - - � : rsfters , ,�oista ar beema to othsr beame at Flush-frswed ' ___ _ �c � ,� - - - v2 ' r ! Op A . g • 31Y " dl�meter Y " I.V � 4) Z. � b G�}f�'1.� conditione . Connector conditions not otherwise �oted ahall ` S Y � � f . Adheslve anchore callsd for on tha draWinQa shall be plars �,T' 11.1 1•L�•LL � , � � 1 - I � �r • o utilize Type U or Type HU hanqsrs oF a aizm speclficnlly eapsule type euch as " ttolly Per�bond " or " Milti HVA " anc�ar � �. ��---_-^ - -- - - �� % � � Il = ( desiqned Eor the member supportad , as shwn in tTs mystews . nininum ��nbsdmsnts , if not sp�cific� lly lndicat�d � �Lf x �} ` __ , --- - --� ` on tfw �rawl � ,a lo Me. (� 4- 0 � �= a a�snuEacturer ' a puhlished tablss . nps , s1►� 11 be accordlnp to th� inarwF�etucer ' s � 4r yi„ 4 " ' *; p�y,s, x � � -0 F i h , nerw fac tur e d � o ie ta a h n l l b e de� ipn e d � Dy n rep is ter e d spaci fications . ' ? ; '. � '�, � Colorado enpinm�r and shall be equiv� lsnt in load-caerylnQ p . All uroldinp shall b� don� by �n AW5 eertiElid iueldsr . � , d, ; ; ; � � • capacity and� deflectian ccitecia to TJI 25 oc 35 eeries h . Deley paintinp mithin 3 " of field wlds until welds �r� � • � � �' . I � � olsts in ths depths and mpacinpa indicatsd on plan . oo�p2eted . � '�---°- - -1 ; :" -- -- ; ' � ( 00 � ' Provide blockinq , bracinp , web atiECensca a�d othsr �j ,.,,�^`-` _ - :, , ; e i ' j �+ I � � acoeeeories as cequirnd by th� ma�+ufactursr . BACKFILLIN6 : �� ..��' - � + J 4 � (2) - �'.��s GONL ---,_ � ' � �� i k' 1 . nicro-Laa� Cn . L . ) laminated veneer lumbsr headmrs •nd bsan►a �I �� � 'r'o* soT. 4 - - --- � shall have the Pallarinq propectise : • . Do �ot b�ckPill apainst r�teinlnQ wlla until eupportinp �� „�• � ;' ' Fl�xurnl streas --- --- --- -- - --- --- ----° 2800 psi elementa are ! n -r= � � ' � . n I I place and sacuraly •nchorsd , or adeqwts � i , nodulue of eiasticit -- ---------------- t . 0 x 10• - - �' y pei shorinp 1s i �stallad . ` f ' � � `� � -- --°---°- - ' y ype of f111 with soils enpine�c �nd struciural � Ter.aion parallel io qrain 1850 pai b . VeriF t , , i � C�npreesion parallel to Qrain -- - ------- 2700 psf �nQ1nNr pcioc to backfilli�p . � � Compress � on parallel to plua line �kb CWi.S x 0 �4-0 - t- - J^ �8 ' i-- �` _ � • � _... , CaerpendScular to prair )' ------ -- - ------ SOO psi �j;_ fitl � � f ; . _ ' � df: ; . __ �__. . � - ' Horisontal shear --- - -- - - - -- - - - - -- - - - - - - ?85 nsi . ; � :'° - . � . Where aore than one a�ember is requireed , tts� membsr' 9t+a11 be • e . All prout DeneaLh colu�n bsse plats� •nd etesl basma •t wf -': + faste�ed together with two rowa 16d ceLls spaesd at 12 " o . e . beacinp shsll be nan-shcink , non-tinetallic typ� prout . (2� - �r�' S CANT.-�` ' � ' n �lERAL REOUIREI�F12$ : TOP �� � � 4e 6� � 4� i X ;r x ,� n . 3tructural erection nnd bracinp : 'Ihe structural draWinps '!5'- � I � -' _ �, . � _ _ illuatrat• tt�e r,rnnplet�d atructure mith all elementa in � ,_ � their Final positiona , pcopecly aupported arxf hracad . Th� - at� . contractor , in the proper aequence , shall pcc+vide sfipcinp - i � and braciriy as ma� be cequired during canstruction to ' , echleve the final canpleted structure . � n : _-�`�-��u -� b . Existi� structures : If construction ad� oins an existinp y ' atructura , contractor ahall be reaponsible for verlfyinp dimennions , elevations , Frami�p , Eoundationa and anythinp � else that �asy aFfect the Work ahoWn on the d�awinps . I =��n� ��_O i� 2 ` , _ 9 3/4 r = � - O ' N Underpin�i �g , �horirp and bracinp of existfnp struct�sa -�- _- --- - -_=- - - - �- .-_-�. "��-- - - � s �; e � . �/ 1/ 91 o shall be ths respa�sibility of tha co�trsctor . �"% . e . Oi �enaiona : Chack all di�aenaiona apeinat arehitectutsl ° drawinpa prior to construction . Do �ot scaie draWinpa . K R HC�n16U�TAIVTS d . Construction practices : All nethoda used for conatructlon svva4r-alengineerir� and design 0 8ha11 be in aCCOrdance wlth the latest edltlOn oF the UBC . Ro. e� az�a wx, m e � sse fl = I x - ��. -- .-___-_� _ -r� ___ '-____ _._ _ ��-� (309] 948-930'1 4 < I Q „ • -,_ _ � _ � ' �. 1?9F ' j,n � ' i ` �a..- . ' L. . ' � '� . . . � . '^� . . . . . . . . . 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' � � _> ,`�ki / }.� � `� ¢, .� ` - ... _. r✓ . c � � � ' 1�� _ .I 01 � .�� 1`i 1_ O /� �� f O � [ �) U 2 ` L ; x - I •. , a < - -__-_ _ �.,,_.�_. ��_w _ . _ - ---_ _ . _ Trope Residences Lot 5 , Vail Village Filinq No . 8 Vail Colorado Worksheet Name : 12a1902D Gross Residential Floor Area Summary ,; • ,� � Area Area Area Fac - Area GRFA Mech . / Storage Garaqe Second s Designation Length W,idth tor Total ( GF ) Airlock ( 5 ) ( G ) Level � Stair ( M ) Stair ( S 2 - 1 5 10 . 33 5 . 75 1 . 00 59 . 40 0 . 00 0 . 00 59 . 40 0 . 00 0 . 0 `1 2 - 2 GF 8 . 75 5 . 75 1 . 00 50 . 31 50 . 31 0 . 00 0 . 04 0 . 00 0 . 0 � � 2 - 3 GF 16 . 24 12 . 75 1 . 00 207 . 06 207 . 06 0 . 00 0 . 00 0 . 00 0 . 0 �: ' � /� �= 2 - 4 GF 7 . 83 2 . 83 1 . 00 22 . 16 22 . 16 0 . 00 0 . 00 0 . 00 0 . 0 \ � �=' \ � 2 - 5 GF 3 . 08 2 . 00 0 . 50 3 . 08 3 . 08 0 . 00 0 . 00 0 . 00 0 . 0 t ° �e� ' . ' 2 - 6 SL 9 . 16 3 . 75 1 . 00 34 . 35 0 . 00 0 . 00 0 . 00 O . OD 34 . 3 , �r� � � � � �� ., 2 - 7 GF 4 . 25 3 . 08 1 . 00 13 . 09 13 . 09 0 . 00 0 . 00 0 . 00 0 . 0 2 - 8 GF 9 . 16 5 . 66 1 . 00 51 . 85 51 . 85 0 . 00 0 . 00 0 . 00 0 . 0 ° Z - 9 S 6 . 33 5 . 75 1 . 00 47 . 90 0 . 00 0 . 00 47 . 90 0 . 00 0 . 0 V ' � � 2 - 10 GF 22 . 00 20 . 16 1 . 00 443 . 52 443 . 52 0 . 00 0 . 00 0 . 00 0 . 0 � : � ' Wi �lpo� ��\, �� 2 - 11 GF 17 . 49 6 . 08 1 . 00 106 . 34 106 . 34 0 . 00 0 . 00 0 . 00 0 . 0 ;,�T � � ,_��� :� Jz� � 2 - 12 GF 14 . 08 13 . 25 1 . 00 186 . 56 18b . 56 0 . 00 0 . 00 0 . 00 0 . 0 ` �,, � 2 - 13 S 4 . 25 2 . 08 1 . 00 8 . 84 0 . 00 0 . 00 6 . 84 0 . 00 0 . 0 . , , - � ; , � � � � 2 - 14 GF 3 . 83 6 . 66 1 . 00 25 . 51 25 . 51 0 . 00 0 . 00 0 . 00 -�. • ' � \� 2 - 15 SL 3 . 08 3 . 16 1 . Q0 9 . 73 0 . 00 0 . 00 0 . 00 0 . 00 � 9 . 7 = �� / � � 2 - 16 GF 3 . 16 6 . 33 1 . 00 20 . 00 20 . 00 0 . 00 0 . 00 0 . 00 � &_� �� ` � / 2 - 17 N/A 5 . 00 3 . 00 0 . 50 7 . 50 0 . 00 0 . 00 0 . 00 0 . 00 0 . 0 ' � �'' . . � . . . , � a // ' � '� � . . � � \._ , r ' � ) � I �, � �, `'+. r, I""�}. ti�'�� � � ' -� � ` '�. �_ � > . Total Square Footaqea � 1 , 297 . 19 1 , 129 . 48 0 . 00 116 . 14 0 . 00 44 . 0 � $, � . - � � � �\�\� `�� • I 'L I \ . - � � . �----- . . � � � \, � �' \ ` Z 1 � ` � �`;� \ /� -- - . ' / ' • `-.--- _ ' . �� � \ Total GRFA First Floor : • 840 . 10 ���� n f ,;/'� ��, �� � \ Total GRFA Second Floor : 1 , 129 . 35 \�� � ; 4 � :' � � � Total GRFA : 1 , 969 . 45 _ �-� �- , � , �' ` ! / � , � \ Total Allowable GRFA : 1 , 970 . 00 � � .i � • / . L�" ; �" / x \ ! 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' � �'" �i , �i� _ _. _ . - ..._ ._ , - - -. ,- .. . - .�,—'---_ - t � _.�._.-� _ _ _ ; . , � E � ,� � '��- _ _ _ - ; . . . ;�� . . : �' : - . . : . _ . _ ' _ -- � � , � � � � � ��~ �� �Y�~ �� ���;? �~ � ` � Q � -oM �o , , , . ,a � N A D � I O �{ O l � ! U � Z X . _ a < ¢ SUHVEY � � H • d � h: NTIFS �� l1TE i , S [ an Hogfeldt , a Proteseionel Lend Surveyvr icyistered undet the lews of the State of Colorado , do hereby certity chet: this topogzephic survey was made by me aod under my supervicion , end thnt the aurvey ie accura [ e and correct co the bect of my knowledg � . �,... , i : � , oa c e : __�_J�-�—_ 4�— .�g//^ �,,,�� • - FND. No . 4 HEBAR Stan Hogfeldc j� i � k , - - Colo [ ado P . L . S . 2 ¢ ti9d y FND PiN9CAF °E 'v '.E ' � L . S No . 6091 � � � �� -� . � ' • t` E • �NE � ���� ' LOT 6 / LOT 8 ez4o s sO •• I � L 0 T 6 � � 5 N�NE � S �,� �� e� 4 � 69 ' q �l. . � \ ? S . � � � � S � F � � (V 0.8 Piryt \ � ;i �a� • � � FND vo. 4 REB \� P,��L'�" � • ��O � J� t � EV . 82455 � / -\ v ,� 36, 63 oF ,� �� �� 0 . 9 P� NF_ �CONCRETE WaIL OV � S C A L E : 1 � � � O � � ' , / '8244� � _ �`— EDGE OF DRWEWAr -+- DATE OF SURVEY : 7 / 26 / 90 , _ / c� , �� 5 P�NE ° PiNE SAPI_ iNG � . . � . \ \ � , '.. A •� hE � � ASPEN � \ \ ` - � \ _ � O � 0 . 4 SvRUCE � FiRE MvDaqNT . \ � r \ ` _---_ - " � - J ~ r 'F ' , $E�YPIN 9 C4P � r _. __ _ _ __ __ L ` No i6827 � hONE \ iC PiNE �:] 1 � _ ' � _ � 929 � RO % � .. � �. 3 , ` 0 .8 � PME 2 � SE' PINBCAP\ \ \ ' � 1n - � � _ - . � . � � . � .5. No 16827 '0?° 50 �22 " �,�� 8239 9 N ' /� I � = 79 ° 08�4� �� . + , l; a ' � R = 45. 00 � , � EN�:E LOT 5 ' \ \_ � LOT 7 � , � � ,G '� — 62 . � 6' � . = � � �:� . ie29 Ac . t� C� . 2059 nc . � � = 64° 01 ' S2° \ ' e2ao a __�� ' R = 45. 00 � z ; L = 50 . 29� STREE � 4DDRESS s4 �+ GMESTAKE R ' E � N ' { � ' • — _ _ _ . � . . � Ii ` \ \ 824p ' � / } � � � 824G �. � � , 2 8 [ 35 . 2 � � �� I � -�, I 4 / '. __ _i �� ��1� _ - � g24o . - ' tor,e oc ��RN lL �� - �F x � . ,, r � � �n� EMeN - S V ��� /� �� ^F A4U . -. .iPF _�� �P, ` �d � ' �R \l — . . . . _ _ � C �� � � �� \�� . --- — -- - -�� — — az � .� 9O° � ` e:� 58 4 ` �R f � 1REEL � NE -� � '� ig � y6 � I _ _ � � _ ' FARK� � ._ F , o: NR �N ". � i ' ' -_ - _ _ . - �. L �� { � o EASEMENi \ N ���� SEWER MH � TREEIINE � � _ Er '� �i ' � �`, kiM ELEV NZS } ? , � '� U ? � LITY EASEMENT � . � � ' . �I MM , . � � \ / � • . � hC ELE � HCIH . : � . �J�' " . 't t .;`J� A , " � \�� �ao : ABl [ T V � ynK 56 � I � � 5 -� 6 �' 6 C I � � ' ` ' " q ` Ar N89 � 23 ' 41 ' W 1d2 . 75 N89 � 23 ' 41 ' W 107 . 74 se * a�aecaP l S . No '58Z7 � iR I ELEV. 82 �" • , e 5� ' = NBiC4P � '- �� I �3p , L S No �6827 . � � ..� L S No i6827 I �- aPPROx EDGE � LOT 4 oF LANDSCAGE LOT 9 • - � I VAIL VILLAGE , SEVENTH FILING � O � � TOPOGRAPHIC SURVEY LOTS 5 8, 7 , BLOCK I = _�-: . _� — _ _��-- _ � _ =`_ _ _ . � � _= VAIL VILLAGE , EIGHTH FILING 41t99Hlgnway682a. Eagle-vad �1OT1� � TOWN OF VAIL EAGLE COUNTY , COLORADO Post OHice Box t230 7►ccordinq to Coloredo lav you must oo�ence any leqal action besed upon any defect + Edwards. CO 81632 in this suzvey vithin three years after yw first discoyer such defect . In no event , 3�,� 94� 4D� aay any action based upon any defect in this survey be coamenced wore than ten years frae the date of the ceriification shorn hereon . � �� HE � �niNNER - .,' GJ_• � � 5 � 99'.