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HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 1 LOT 14.pdf , ` Id g a j -- x - ���"1�,"�'�.... r._ \ 1 `!!•�, ol ,g f op X er I'I✓ ! r , ��Y7 "f,i�� ; I� 1'. .._ ' L i IIrII ., � .'�"�„ •,� :i '!�'+ "�'�L�/JL'.�r•."'/='_ ,f ! ----— ,,/ MP +.r c i >k. v 1 ►y JS, w" 1 y - 3A_ 1 =`�- a /T�'+� ` � -�� '�✓ � � � � �� `�� q � rll may. �` -h \ ,�,.�,;,��•,���; q� r' I .r e, •`pl 1 Mir Opp any All s r 1 ' jn +' LO a .. l �� Y.. .. ,l -a- mot. -4 � -r"'.•►* � �_ t -- --5.-- _-___ aV VWW A _ MORGAN WHFELtxx Fw, IANDS(A , AWI X Y MI aw• , r r 5- s P & �a 1 X f. 1 $ NA Td P x - �. :1,. i'` • ~ i� .� __�,q .- Y14 +4 �i ,pi per � � t�.s..,, '` �� .� i. b ,'1'�Id-. "" � •.� � � ai"fit w• � � *` �R ffi 'fr. 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'_"�: - _ _ �� - - , 0 f S F� r SF 0_ , e C ` r fl l V y NO. DATE DESCRIPTION REVISIONS M 0 R G A N W H E E L 4 C K I N C . � � J • ', / AW N a Landscape Architects.334 Boylston Street, Boston, MA 02116 USA o • TT£LE 345 MILL CREEK P SCALE PROJECT NO.1 167 C7 VAIL, COLORADO DATE DRAWN By CHECKED yl;'� DRAWING NO. s � a is :wZ e +. e 1. a a s - F .. jr- r t� 4 k � i �+ 1 . +>a •_ l , OIL OL ll arc: a.. jr i .+ri ; - y,' _ t ,' f •,,/ 4S► ti F /.� �! .*P /. .1 tk �; 'l.�qi f ..1/ / 3�� /• I k � -�4 ti`? � + � •+y, ,! -T. �_,f�� •�!I � ,fn ��. .� �� ! �+j , �-.1".. w. YID •�' � s F 7 *4 1 M 1'AW. y(,Mr ll� ` # 41 P w I♦,y ` �1�{ � r 1 ` �:�.S - i "� �• ♦� �• �� I „�iMAE4�?� ` — '1. 151 ������ }� 1 r f k �Y • r f11 1 I �r . �. r •s � �r r- t rr :s. • �r i� 1 p C- 113 L+ L U � � '� •^�- '�, _ , i � P-� .� �I �Win` -�'� i° k K .1' 1 1YryJ_.�- ti�- ..� �.«� Y` 7 l '.'G � .q,,. ? V f � y �l rtrtrtIYIYI Y^^^___.��.^^^lll^^^[[['�-����•• -.- - � ---- � . LNG FLANTW, 345 MILL CREEK CIH[.'LE Vim,Op[AIRApQ "VIEW A MORCAN WHEELOM W. LANDSCAPE AIiCHrrEC-tS BAMON,MA y W� ��� �` vt I M r... f I 't .;vS ff77 • . J V' ^ fix. J' eo I It ,,T' ovr o a „ OL r . f - 1 , •i. - r' � ,. _ • �^.r. � fib , _ ter► � 4 c x � � ��,� -'+VC L_ r..,�l., 1 i'-�`r M-Y�sw• 1 'e .Nwrs�NF ., � .�-lam _ i 49 N1096AN WHEELOC'K IW,Y L.ANDHCAPE ARCHrrBM BOUM.MAJ -- VWW A FMOPOWD R AI+i'CM 345 MILL CRF K('YIIC LE VUL.COLORADO _ a !� l s� J_ 1 j Y� I, � I J^ ' ' n { •- ,,� �} All .1 f: 1 ' ' elAp .- rr" .� it ✓"� 1 PM-AC)BF..D PLAI=1 I NG 345 MIIl• CREEK CW3.F UMI-COLORADO vum B MOICAN WHEE LACK [NC. N L U1 DSCAPE ARCHr ECiS BOSTON,MA. M i ! ! I , 1 I 4 Y , I I , I I . Y - � !!!• •.mot I , 4 0 }!I f •t' y ; - - r r* i i tb ci CD �` 47 cr. o li" —Y rn o ry ri. 1 l ' 4' r ci 4u 45 rx L - n -tom W ,/ tr ,�n ` S;I `fl \j �('�• i,' lf�... �. r' 1' /, i e, tA }n t`a q.�j rr�� . V�'j f1E Y 'SEP lr f`JL L- y� - �l � l �`. LETA AUSTIN FOSTER JOSEPH DIXON Ill Y At , -rte r INTERIOR DECORATION ARCMTECT � i- PALM BEACK FLOIRow"i, TAMPAr FLOMM y . x ' f k i z { w I P ad Ll OE I 4.j f � � �� � •4�1 i ,I � � ° I t � f w `- I t -_ T � � � r (�' -ice � Cf� � ��E '� !I 'I � �_......_ •i1 --- .t' �' � �+ �6 !.1�r�4i`.•t't'v`f��'Q'. '`..'40.1t'��� � -� ____ � tk �/ =j � � •v~ " F 7.I � •, . i� - l • ,r'1 1 ��•F--�--_- _ ,� � � A�`-_,, t�-�`o-�i` I '�� i- � �i,�`, c� � 4 ' �- 1� i1i� 1MC U tot Jn U — 1 1 7 I 6 i�w 540 OA La ay LAM h ��e=� t � • r � 1 j V"s -h ' � Y aa , 1 r IA La rm 1 ylj =J11 r z C v Afil IL F,r • � �- o a way t � c � 4t La ol, sw -- `��' -k tw\kv'S r IL ,! �i4% ` f , tj { I CPO uj C. yy JA mi y _ V P E- F-, F L oaf, tom, 4x - t ti a - I a t i I r � I i lY i 0 N-1 T � lb � -- ' - 4 ..mss .:.. .-_..--•. 1 ti u FLAT �L K FITZHUGH SCOTT ARCHITECT POK. V ' J OW� 11.1 C U LNU VA.111, COLORADO S,L!# 0.� t�'*`` {lam.'✓LAC �+r(' L .) 1_,t a rte' ,._. —t -- —— Tj_ f J V ,f et � n .e-.mom- � s �_ � - ��• '- r. ,. ,.. ` IT 4h t, U o7_ �'_ Io (y lay i(�� �q ALI, NN ;� r CON U45 j IT1... � � s4�EMEN - i s 0/10 1+ KILL I ot C1.EUOUT 'e ARCHITECT _. � y ♦ Sl . i VAIL. COLCFAADO � i s t S A • i - s�r E LAN �J Nut ��u 1 � i E � 1 k 1 1 7� I .._ _ Hf . . j alb<� x ia•tc ���':�N -- � I �i i d , N i # t4 E,) ILA . a_,t-^,%_ �� I'C Li t 't — { t T oFrmturj !t , 40 : ti _? , r" _ FITZHUGH SCOTT ARC HI i ECT' G� - VAJL COLORADO VA w� s • (t 4 � - { � a RC-TS C vo Aix— Ai .- c a• ` t L i .6 i + i I , — i t ! ><tp 1a L!t! vq ti f \ 4ClRa�� Y >hl r r rp-.. s« x ..w. t . .. 'r'= _ a •�. :i x l _ _..__ _ : rr '1 r ID i I i Y ' Y V T_ z + i -cli IV IT i 1, + - � , k -FIL- FITZHUGH SCOT ARCHITECT 'CAI L, COLO A - ~ IL I iu114 }" L ' Vii. 9: !Q 4 r f. _. _ .. � �..�..�......�._ _�..Y..�..�._._..__�. a ; K'T STUttt O I `*l I �,,,f'�" I; � f j: (� y I �� �r 1 ��' !1 � �_t( �4 �+ � I � •I 1� � f �I � 4 �� 1� �} may„_ _���--- � tj �, _-_ - --,-•.,_-:�------.. _...___ �-__•__ _.._ T om,• °ter I `` 4 Il X11 # 4 r i N 3` MIKIC-14 EKiST.Li ` - FLa y :_ �..,..Ai.. -�; I. .i �.-�•__•,_._�?---k• r. --� ., h -.� .fir ,. _ . ..- -- .. ..___ _ 411 4t4 f. ITZHUGH SCOT" t SOUTH OT E�.� AT�Ot J �a c�x"r CT SDK, tit- JNq P WE 11?LkVIP / s N c-0'�ftq c- I00K; Lj 6 C _Tr_ w .. r I I ,'! i s _ � r— I I i - .-' �'�`(SCi}�.'�' 4i�s��41 �iM4�, _.•.- ,__,, . ,...-_—_`4�. :...,Y..d._ .. w. . ,-_,— ___.- . .._ _ .__ _ + i t K J 1 1y r _ ,• STurt`A 4 ;l t a G t_[VA", I dKi I - Y t�tl. SAU (a ' I T _ 35/gn�. �1ta1C� ✓ .r r_... 'T _ ._. —_ r t -3 x I,Rl>�� 2-D' Olt.` j Fl-'f R,,U k LT 1 fF KOfJ W 3M3 I t • rA VV J _ s r i FITZHUGH SCOTT ADUIT!0N ARCHITECT ��� C�� �D�l}1 � 1��I,l�L��•l� `SAIL. COLORADO pars 4 r tit s s �-'A4NUL� b ' . �•lp i lA �# EST j ou `;, ti�.tL_3"C cA�� m.- M1 JI *'T SEi m*r Colic. �0�G ZOW ,n>.►C �. — C* cow, va, joisT Shklc" NT STNI $ 3� ( ptur r . � P k1# d6ti'ttlltk, nr ^7 See�Esx- 51 �'�4ur ',+�, T ,�':�,iZlt. R 7 1;1►i £ , ` t3til . U r i Tzz _ . -P AM k 0 � ���r F'L$W°�t3G' WOW N;:e;-T'ocEC Pat v,- . MA��, �pug;u MA�Y1Ca, j -#. V'Al N 9t%-r q oc C?{. '1,``a "�` Ir i r '` 41f '11 P'A', ,4T k4 o it' (9A;,h1T 51+x '9�t� PAI!J1' �'«F,, S�"As�.i� PA��r��' BAR t�t"s �Nr►W I2� • LIN .t�t C�:>� 1 ��r �� A }I � ;t --Y ».__. ,: � - t1 t, _. _F;_...__ ..,_'.`_�._..,.. iY IY , Y << • ' v c t E!` - Vlf►i'�: YE �LLl�3GL� 1�'tN' L 514E-ETVtt K E1t#tb��t S E T'1 ' hA L °►� '1 k. �d tr jt '�u �? A1xfL S1 6C"UCL, PJ\\NT 4,OAU { R�� x' g 5y l W �Y W^ r y F QT*t L M Ei �+!Yi'R ,` I 'C�A t►.1 S1k ? 'F"4.tv , t�"► ^GR,►�.. r - - - r , CA per- U100V 'kJOOV ,} }, Y, mK TKO v: K1%rms s4KkW r'4v su R �4rlr_1� MA CWAf, tkt0C,V �Tk`oti,1 i i4O( .OW M4 Lk Vk Wk M4t-4 OG (r - U-T AS W V,\�S V) g MP.- OG , ',_ ti'C } PAk461. 3HULTT"OCK - K01,3414 cc-.NK 'i)kr A CF-'AZ �.Ll O .IE S - 3 TOWEL. %N$Lk., IiADW�_ , 9-v,GCEs%c 3 Mir.? �41LVZR" t- KE"l-Ssu SOAP iKKE f 1 1 r 4 J . 1 ARCHITECT _ r I V Ice ply IMPROVEMENT LOCATION CERTIFICATE I hereby certify that this Improvement Location Certificate was prepared LS O4°26'i 1 " for SHAEFFER CONSTRUCTION COMPANY , that it is not a land survey plat or improvement survey plat, and that it is not to be relied M1 � R = 1466.50 upon for the establishment of fence, building or other future improvement L = 113.55 lines . CREEK CH = S75°O$�OO��E 113.54` I further certify that the improvements on the above described parcel on FND. PIN a CAP O/RCL this date, 1/9/91 , except utility connections, are entirely L.S. No. 16827 Lc within the boundaries of the parcel , except as shown, that there are no r4Q'� encroachments upon the described premises by improvements on any adjoining ( ? premises, except as indicated, and that there is no apparent evidence or PHONE BOX sign of any easement crossing or burdening any part of said parcel, except �j 5.5'cMP as noted . FND. PIN a CAP L.S. No. 2568 Date : 9b, r Stan Hogf LOT 14 + Colorado P . 6l53 .4�ra C `_5351 AC. DRIVEWAY UNDER LOT 13 CONSTRUCTION FIRE PLACE OVERHANG ROCK - WALL _ '�- (J) DECK LINE OF WALL BELOW coo iv n 6.8' nr O? CABLE 16.6. a - sv av TELEVISION 7.7 7 BOX 13.1 6.0" '+26 2 CRAWL SPACE Q ' UNDER DECK �y WATER DECK d M1 Iry VALVE v 9 9, _ (ARC) 9.O STEPS 1 tW ROCK 1 N o WALL + 1 B.7 CO 150' 4.2' i 1 STEPS L1 0- Ra N TWO STORY WOOD FRAMED 6.1 ,s 5' ni �6—4 — I�Qt1SE� 4 S>- APPROXIMATE CL CONCRETE (UNDER CONSTRUCTION) -- acv I OF MILL CREEK LOT 15 _ 2 SLAB 7 4.2 100 28.2' IU11 DING 3.2 9.5 �" o STEP a �© ?�? 1 7 OVEtRHANf� cn_ 12.5 N, `S9 �I. .O � — `,-. �; tJU ZING FND. PIN B CAP �� ROCK � � '° OVERHANG NOTE PROPERTY IS SUBJECT TO EASEMENT GRANTED TO L.S. No. 16844 WALL 26.6 I '2 COMMUNITY TELEVISION INVESTMENT INC. RECORDED `� DECEMBER 17, 1968 , RECEPTION No, 109776 f NO 3 ' PATIO AREA ' SPECIFIC LOCATION ) \ ` UNDER CONSTRUCTION I STREET ADDRESS IS 345 MILL CREEK CIRCLE o ` 3d STREAM ROOF PEAK ELEVATIONS ARE AS FOLLOWS A) = 8262.0 �8 y B) = 8265.2 \� O - r �, UNPLATTED V UTILITY /EASEMENT r FND. PIN 8 CAP ''' ,BLS No 16844 SCALE: I = 20' DAT€ OF SURVEY 1/9/91 IMPROVEMENT LOCATION CERTIFICATE LOT 14 , BLOCK VAIL VILLAGE' FIRST FILING 41149 Highway 6 8 24, Eagle-Vail NOTICE: Post Uifice Box 1230 A-cording to Colorado law you must commence any legal action based upon any defect TO N OF VAIL EAGLE COUNTY COLORADO in this survey within three years after you first. discover such detect. In no event, , ? Edwards, CO 81632 mey sny action based upon any defect in this survey tre commenced more than ten years 303-949-14% f conk the elate of the certification shown hereon. 569 PATRICK A. 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UPPER FLOOR PLAN cz it IL A * 4 1141/ 00 f 00 Y Cl O ` D cz x c0 O o co ac CO2 � a �loi= �► +S R �w \ S _ J -"r �r-�..y'.}. Cam" ✓CrG '��,('` ..._-t � '. ! w ui UJ LLJ ccY��`� ��� `l��.-� ,���`� ✓/����' r Lam...-___ :� i r -ems--- - :v°'' : -:7- W-- -- ROOF PLAN A * 5 Cb CD Q. CZ as f _ . i L cf) Y. coi Arl Q43 cm fir .. . � ? � (ij� _ `�• j i.,�l � 1 d` .. 7a :f b� '1 .T � � 1«� :� `air dV .i.r:�r/"��" • � � � G� L_�. _. r F , V •y ' � � rte—5 •i- i � � � � �- � � � � �Jj�s'.7K+�O�9 �4 ol -s' 1 1 r� s d I .. ::�:P$y M NORTH ELEVATION 0 • f p 3 r' is f< f- ui 0 IL A�4 LU tA �� w s :'6 Lei ., � f/f 1/° -'C.�ifs.kC. ^•'T._±.IL,_i .t.C,r+"�y .�,y.. r f N r 1, x t - 4 w first •#y ir •I,;:r �4.- ,t>✓:�'::�-� ,(�� '• p � — -- --— _ .. ��E _.___ ._- —- -_ -'� � --_ _ —__— � �f'i-rt'7 s�' �•,.��Y'. G/'�lG /1 ; •- IIl J( fir''`. c'...� .."�•✓►'s _.+'✓_ ^i � � ? F � �--. ,. « i} _ __ _.—. ._ _ _ _.e--- � i�--._- - _ �.__ ; -. � � -. f � ° ��. � L/_r/�.--.� f%�✓/"'-,✓,/ , J 4 ^.. - ._.r-'V.+ w Nil, IT is I , � u . l "T - EAST ELEVATION • 6 R 8 c%J 4� 6130 ' a V - � ✓ I �� - 'mss ,. � , /� :� .� —� r• � cc Y A4' —.— ` —_ ! U C-120 1<1 ca f s f , , i .� � � .._ .... { �° _ --�.,- - .` Y- +_ _,• _.. -, i- -'--_--------... _ --�._,j - 1, [2a w� � � � ww`_ oclp. r ..� - _ Y 4. /,! -+ L_ t3 h 'Cr.rt+ �' O cops m t r i =J" - �`' r Q6 aD c6a 40111 loo- , "r { 111 I ' _•r + 1 •3, I s -_��i tom"NC? ,. � .....-._ lj""GM--•i�'— t � =.,G-"„ZIA— 'Jim�'� , r__ 67 �•�r� ,6.;:�� cr° - i SOUTH ELEVATION Lu Al 0 r af'�f r'-, .1✓��✓ i�t-/'y(n gyp' ._ �. �y I + 119 cn I ! - ui I ui y T I t ... . .. .. . . � I \ �s EEE s � 1 I I I . f ' _.. a: Y + I �� �' �y A. .rte tT !t,�. , , I� -�4J _ Y•^'°�'�' r - ". /�_I...Y,,,�� L�/^.'� , [F-. �� 1 Jf f ♦ � � ,yw _ T E' ��!,• - 1 _ 'f �Q�'�� ` � ft 1__ � - i �.-`-.�"ia_�✓ Lyly'f'.�/Y`.'+[� .� , 1 + .. u e :: . . WEST ELEVATION A * 7 f • t y POD, 'I '� _ -_� -� *^..�+-'►`"' _ � zl '� Gear, C c6 cO co cl T_ f t-4 I` y py .,:•yam,, ------ _ �y I < I cLi 't t c: /r ;.•."' v. -_ __ �+ - e, t��. j a� a • • ;�!, . s"'�i'�s:_ ' •+f r :..r�zr' '` r7C2,,d t,�t '7Z� • `y .� fj=CF•ti ;7 'C G,1 It`"i b '--`h �r� p cC �( `' -- - ' �"�" ._ I''`'�J - - ` .� I F•+• - l 4 i 1 • !+ 1, r; - '1 -�;'r?✓; r"'er3 fV ..��'tl N ' t_J ss"'11P!'! ¢ �r'- L/✓� � r I; -- --. I. ;:; ' 1 'vF�' '!'�J .��r�'1•/jes'j y , j 1 - to vs 1 `` M IGir t• P" '�' 0 4 .f e :'7'R F--a '� F. .•s +r+w +mr.s+..-r } r '"..''r1^ t.•"v. r- ._ �"'h^�'-r �f�''1f '6 +f ' W �r '-lip r ' G'�,t�-y.1 htp•cs� � Q �- i - _----_�,�, i I r"t - ��%�=`��G#[. �4�`rS f••Cs'. 0.s,.---_� .F <_ r� ° ! rJ• �r ' .__. � .. -, j A17 14.1 --' ,.. `1 I••.j�• - _ .r._ . T -. _._- ��_'�-. . SECTION B �.!; ... ,���, �'��� �'�-.�•" .o'+- `r�La,�'�j ,Ace's= �'�' �,� ,I� ` �,� i--'P• �-t �: - "=Cam`'"`'��- _f .�-����!,.•,+�"' v"'°,-� �,. �err +- �`r�✓_ # •" % f•-y6%` ._ - -/:c�/b' �f� C%-�JS`' 1`��„4"� r 'A ri'lvG' r-_11-C: ✓ c- a r (�rl+� ✓ r Wit+ r.r 50''JOT �� `wars- Imo, , � r � ? � °"� cn *.;,,.ti,,._ � ' ! � j ', r; � �;:•!�y ..tai". - _. - � r I � I }rr c uj r /y,� -� c^:J�G,•G-r tit,�- r.. �.^`'��r- ' -_ ! ,%G',�,'-�-' h•�� ,J R--• '_ S ' _- � -�� �.� _ r��'�'_ - _ �?-"`c�i�: V� � -✓f• �--,C' . -- ITT AA 40 iF trw-A il+c�{�--��I� I I . X,01-'. . I r � �' - _-_- � r 'i .i�i'F 1 � _ I t-� ''r!y�=�r�(+e: - f�i+-•.> '�'G�/4�... :rte _--�ges to r7 si Vii` 1 Dk ff _ - e - -- — f..r 1 r f�t.I Ir..n rf'.r� �-__. -_. � I �•— - -- .._ - �,. 'd , -- L { _ _._. . -, _ _ _ r ' r s io ,Q y/Y1- 7'y ii rir ,i' � ��3t i��^A�,r�,,,r� .,,_f��,il• ��' �r �'� �� � I� �!+ �� y �.,._� � I � - a y —° ,yc>°-',,a.r--•' �--!�..1-' :gyp+ _�S { It 1 '� � . _%�'�__��r-`" --T-- --- r � � � �-�^j �It-:�'•" acs r ��� _ -�-..�' ;� r,�.ls_ �� `," , ;,� ��, `---_._."`_- - .---- -.-_ x �-- �-,�i�-.~,�--•�:� rig'-,�'b� �- r Is G �/I..-�Y�i cz .�. r �. � - � � I f�!?`-�4r' �l-+^�,:G'�.Sr r-_� • ,r- .. _._ -._..._.__- �..-- __ _ a,z--^ �'s1 `-- �i�,�./�.:„A�'v 4•- SECTION It A * 8 fib, ' � G..J��..;-p,;r �/.a•.i �.�,��,:��;,. - s Q we so 00 to OL I I � ,,, / � I - .• tom{+ F -.` , ' /` /J// L `'• ' = l VL p k L.J i �./✓ �/T'✓ r,. .-' _ I 't i I � = .q. .__a4 ' r f ! I ' 1 I :/MI6 -t '✓�fi' `^ �::►r' '7r.+'Y? ff i Y F IC gr 1104 _44 ILA ` T 7 r — l- - t - : �� � ¢ � !� � � r.:'1 _' . ..._ ___ w _ _ �'e�9' � �, �;g°' -.Y..pL'� 1 'rs �I+sf f�'te.-�. . '� ���k'.1� �SI...J'/'✓� -°"G' "J �'^' �___-_.._ _ �►°` � �'rfr�G..y r'-'� Lp \ '_' - __--__ - ---- - � ' �/.G p � ;G'ir2_- y1} � � . �,•i2f+y,�.--•rF.►b/�e"i� � ____ -°l' '�` i::'Ft ,. f� ��- / � � ^�..t!..�¢ ... ..-. - _J %�+��-� .�•:" `�is�1' f w �Imo»r'�''_.. '�� J �4,'� �� •�-mac- g;,,a.�� rv� �s�a.� SECTION C -'ice ��,r ,.,�►_.,, � F;.,tv-,�., i !mil'.,. '-ter LLJ _ - _ - � w : F w q. 4 --'K- t - _ I 1 _ t n r ,�rr'. G rs y✓� ` _.^. y.-.✓,,,,,R,,�.w,.y�r�r - x ..._- s+�',''�,-, .. .Y - `may r%.d,,+ �ie�' •-4 ...'Ci. �►►'l:�°�'/"f�'C. W�;• y��'►�.d�l.I� r �r C% �., '�" . : ,''"-salmi d��' l,�"�°� � '`' -..-�„,r �„+,> �.� � 4��p,c,f'��;r _ .. �""�+F-.1� l�,pl �-+�,�' ✓. °"^ =- . C < r + I 4. v ,/ Y ,• H (I � iR t . �� mss"- ` '�- __ '. � . i` - -- ,� .� *m .! •�'. .-- - _ ""' ' ^ ^- .._._ '�,� i ` _ _ n Qa -IL-- �ir"1{!,�"' �.bi�- •�-� ` �' �v'r-,�. mss_-'-_ o-?��b �� �.•► t'jiN r�j/-+�`4"' „r-�"-,Fi�`!'°"i'�" L'ird+ i�j �1*-' �jC,sSLr1'' . SECTION D Aog -tit OD i tli -'-rx, . -- - --- — ---- - ----- — _ Cl T J •� _ -0 L t.. _ .. `V o o C L Z7 �} N es vc 41) - r . G. 1 . ! Q left lee- s r Aj �. � 1 _ � .�- G'---� r-S•�... iii`''' - i�� + ,_ �'` ../' � ... ... _ ... _ __ ______.... ,� __.� Fes"'°' .•�"'� _-_ _ .+ s�--;�✓s'a "s�-.� ::-st_c �� //may. t f _ � � i� H p° rs" ✓'�+F�* "'mot w - is �y`J.G!G/l 'r-',t/ Y�Yt �j Y A r—, ra.r.y �AT OA { f' 25 ui .. uj �✓` ..rte ' '`. '..-.'�:.�_ !_,*.�„�,r -`r; - r� ' ( r j�..•�'' '1-'yF Lei r•�1�� �� � Cr uj UJ I .�•d9+"'`-_ .`"r�. .. >_v' f s-.-•-'.e1 w�,y !j_.__iC..ti.- .,-,.�rJ;,;- • � at� _ Y. , r i 171-w �'� Vtr�f/• �'%. i^•Y 4• �-'�T/', �`_..,rti�- G' ✓tS�IS- `^ �--+�+r. �,'°'r✓.`'`• •4 d t= c'�'�!�'- � !'1~� u .a,. i� �;, ,fib✓L�s� S�l�+`.�L.t�"s/,.i� I'�<j,%-.�5.P- /Y"° iI1.':'�. '_".`�) u� r�•'7f✓ __ � T„T�. � �.. � Z A ! 10 (f] r +`tines cv N }, co WINDOW SCHEDULE DOOM TYPES DOOR SCHEDULE co a�•694-a-L r7 XV I�.a.p�/l�la �. � �� �.��� �r �'A`�'a!�')�° "f"� e�`'f! `�'"'-%►� �3s i .+ 1 . ,Q`/��i+�i'~'* �;: �.�.f.�." d`--.�`` Y'- ,1�."`.. �r CL C Y � t�r�a�►� o .,,�- 2 -c+✓g, � P %„ .r -"bl� � ��a �/,�r�• 3 fa-/��"r /�`d`a . loci � ,,/�t� ra f.eop.;f -j•F, ro"�F+vl4 _. �'� a'.�+i M� i�"'�� 1 •�'r,�j.r p ,� �fI^�/-�. i�� . �/,ICt i/+�7 i + [ 1/�6/'^� -.. 70 Z /�" ✓ 1.,Gr �r2G 2G -I I 2'' 471/2.a0 L.'Ci';✓'fir �l� ,�/� -y U 4'•ci" 400- f'>i�►� -p m 'o rp --rte-.. i ,�;�,�v t.AG� t2' O'j�- �°' - a� 2 '� a ' •t l +p i# 'Ij di !ksti+t t. 2„• " " `sfs�." /�' - - j C.) � _ � r+,o...�.•� �!•-•� �r r.'.�a J + -° - I !. I r y °� 2' `+ 4'' '° w 1-b. i aJEj ./h71� ��Lrp•`L. !"• p"✓'�, a• p�,�.rai �F*. � - rr.� J t+Cs Gf..A� '�► �.j.pa Cl�`c4.'a i /'�� - r � ! j ! �J•�Fi '�f�.► °'�'Q� C/'•� I`f�„" ,fit i - — -� ; ,r.� 2,;•tlg" ; / ` q ''f jam' i♦U �+M�e�� �:44 2*1•� �,1-p t/'7au �7'+-0���." �«�.r ,t rt ,. �! 1 " ,. as ; .,._.t..... _-y,_..- �. ,rG � •� ,p,� ` � a1• JhM 1��r�-f ""��' �V�f� a. �a:�a a� , � , t � I , , , ,�r�-.Ir i 1 r� aCl� ice. �•o a!s�•F� I �/.�+ � � .�... __ �+'.++ ✓"�/`� �as © � � i . �IKfr•�►/rP y 12, - 4�lz ? - t/ . -.per �.,p�-, i J �I!t�//'�+.�Vr-�t •Gi►+-�'•d,�"L� �''� �tf'/L ' 'fj a- �r/'�,.0 II I I �I � r �'�•j+-"� 21'�+' God• " i 7,'f�4-� /''� � � +• �✓}{S'F f^%*/w(WIVI �ti'��©j�.'R►./�I �; �.�. �'- LJ a✓%.aa �a' G�✓fie I I � i� t '#' I elp 4tiVh"1 I !�;�. /� �,� "� GaOt/�.`a rl I' I /0` �Ir a t °-z; It I$ jtl /ItwN t 114 t - �•�2.+ +- '�/Z:+ tl I� It �: •c�, ta-8 l ¢ r a �.. i +- ` �.SZ ��+Ir ! ,••., � KAY-�"t ✓�'/„'",��'rr�'C P4 1: I /1.I � � � 4 GaS 4 /2. sat/�t-.+ +--� '4�. 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'm'�� N II II �,� Gy+F� �'','� 'n'L �rl•G` ',���` i /� � �� •�'� map �I ic�ca �v�E'�C►tp.c.. �'� �aa/2"' �' � i I " II fl II 4.Yi: �� p•�/+.11 ✓c�-,aG.P !�:�IY�G•'"`� G� '� �iZ a � ..�s '///L II II �I ��:' Mme►-+�-� �' a " �`� (`�'4-p �``, �t'�C-s ,e{. !Gt� �' ii` fie` a 1 �• - �t II I �, ,��,- �/�-.//�•t t... �'•�. `° t;Q I�/,L: � �f.t Ted. •,�/!' �o<.e�0.'�.t t*•3 G, tatitJt+�lt i/Cr iC.t l�2 '1G'-- •rj'� �/ 2 '`G /,Z " II fl !t fG,� > l"„rtit+?' +r+fc fig '"'•ao° "-. "' t'' " I,/. � � 6r '< Ii IE� 14 kl 3,� ��t� �r �°.�,ar �,:�' �'�/,4" �► -: ..r�P.i.. ,+t/ �;_.r•�a t, �. � ��,... '�f t�f r..l t rJ ia:.r • '-G b Q i ,q; 1� � t/�..- -.'/ r e!�saer . iZ. Xslr " G`" Gi`Q i yF+ pia �.ff ��rl/ar3rBF.IC �' A-A:-`•.-` rj'7 a f zp4v•it Y+jrta %x.11 i -+�`"'' rte, •G7a' �1•fia 1 T -+G*Il�'. s •e,/j 1w�r .i S+ � s ✓ �^s° �.\VN.j +F. '"4U-1 {' Ca t✓2aa Q.'' G't/i.`a . {+ I?+`' f •�" �ja- ` !X14:' /Ft�, is 2 U�r.�-Z, �► -�%2" '• � ,�G r� yam-' �� y-�/(►.►a ►� -." r'`bl�. - �L-. �'A�.�-°:t�// -t t�l.f�.�+' • :fit--G t,��w"' �J a� ap a�'i�� �b"I..� - [;•(, A"���s. �`.!r �1 Goa 4 aft," �i G�•� r�� Pf-?�� \'df'�,;,rA'...?�rr� d.} l /A !� 4G� �• •G t ," �J'- <i t/?„aa �,� j '► ! �' Q �'fr� ! / ar• A a/!� r. �e"'! Lu �ln�riN 2v ¢-i 2. -�i /1, - 4✓2. 'G'� 4C / X�., -P211-45i L,`-00 ?�d, IIA°: ■� +.1� G'�?O -4 ! la t✓err ". p+ .� '?"`� 7;+' f..ts •j V + +� �, �aaa �aa e t� -, - - 7-o aa i r ." 411 G I'I�IN �G.G ri+� J �L. -c +/2vM V- 4-'A a' .41 v },+ G�9':Gi" ^ ! I 'i �` V cc G,� fi Ia �••J . > t✓2+' $"r 4,P/ ,It fi r�_ �i+E � ► r: /,� J f� •r ( olkw' JItiJGj /FI oi er;;;;; a -12 'fir >D%w+ '7 -aV2� �*ii/-a "o", ­6_ a�,+ i '!�,: I�ili�-�' � v�'Ls�°�r�' �i�� �i I+)�.+� �Vjr✓ �I...�z i I� al. 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F • - I 2 x ! 2 �' - — /i ro v - I I ��` , �. .f2 6 Ito cu ' ° o V r , S5 t--151,&L L . -2 12 r T-E fz I-1 t� �iF,jp 4� i II .PIP 11LL M��o fio �� v �p r� I T H cv� y1 N-t3 f j] yj ICI} .- Ul N t� _ i'''�, 5 o N R r .!p.L i,5 r 6T III p:5(v eaOA r2 cn f 3 �l f fM � 4 pE� CL f\'4L— Fv-d pin Aw- av'C i P I I . ou`- , �' rl"� 11` x,` tl I - 3 r I ,. • 24 2 G � 'ICJ �J�!��" ti 13 or e .A VoLl# t: jripYo x I r,7 !l.d- ice' *1 Tod C�+a¢ 95 CD y LE CD l f ¢' un I Tr f I I - I , d I r` t4 y TRUSS B FP 10 z T� H s-1 FL� c"* 10 f , TRUSS A► t1� li 11 uj 1, L J s L,A' M Gem Is TO ✓ L, © V 0 W J W CJ L� U ., m E z o Ski Cn Q 1 STEEL MASONRY U ROUGH CARPENTRY Q rzcta. . ed, fabricated and erected according to A. All masonry construction shall conform with Chez - e- 24 of the :US Uniform A. All structural steel shall be • AISC "Specifications" , 1989. the = YC "Code of Standard Practice' , 1976, and A. Conform to PS 20 for lumber materials, grading rules of WWPA. American Building Cade. All masonry block units shall = :^` rm to ASTM Sreclflcatian co Plywood Association for ,plywood, applicable publications and standards of C90, Grade N ( minimum f 'm - 1350 psi ). Masonry _"its shall be sound, dry. Chapter 27 of the 1988 �R: t`�m Bu• - =:ng Cade. the National Forest Products Association and the American Institute Df clean and free from cracks. Masonry units shall be store: x the job so CL Es. All structural steel Roe. : Conform to ASTM Specification A36 except Ripe Timber Construction and Chapter 25 of the 1998 Uniform Building Code. that they are kept off the around and protected from rain. --eye masonry 0 columns u` : ch shall = zrm tor,l-'? Specification A53 and tube shapes which unit cutting is required all cuts shall be neat aril true. ai a shall c_ to ASTM Grade B. B. All lumber shall be Doug-Fir 42 or better. Fb-1450 psi . E-1 ,700,000 psi . B. Portland cement In ^• ar shall conform t;� r15TM Spec: '. .=: :on C150. C „ - Aggregate in m-� �- -_r=_ _cnfcrm to AS-v Specification :_ 11 mortar co 0 C. Ali c .nre:t:-' s shall be mace -Itn belts conforming to ASTM Specification C. All G_ulam beams shall conform to Fb 2400 psi bending stress and be made _ � _ . . _ - _ - from Doug-Fir timber. A gradual 5-a50ning period at moderate temperatures shall conform to e- :,atiC^ -oe = If :� - e cement is 0 C) Cc A307. used the lime `e er_ . __. - -ar - --.bed after 1 T3 ai 2 shall be provided for Glulams upon enclosing the structure to minimize - - - - - - G. All weld ng shall = _ _ - c erican Welding Society "Structural excessive checking due to suoden humidity changes. 1/2 hours from : _ _ • - _ _ = . : -- ._- __ . C) wel•. 15�= .raj welding shall be done by certified - V 3-:: -. - - ` �? ,,,n;, Cade" , , ' C All grout for bond ba_sYs _; Welders using the sh:x. -== = arc process with E70XX electrodes. low D. Roof sheathing shall be 5. 8` C-C EXT-APA 3../16 plywood unless otherwise as��-= vet y ^e - :ng shall (/) _,a a- _ _ : =e _ �elding bolts and reinforcing bars. Hated an plans. conform to ASTM SCt _a. :on - '.land sF•P: 1 be Glazed .crating ar *,ydr ._n electrodes - puddling. Aggregate _ _ sha._ __ -m to spe_. , .c =w04. The a• - r� =• s sha: . s and designed, fabricated and erected in E. Floor subflocring shall :e 3.':" C-D INT--APA 42/20 plywood, unless otherwise grouting o€ any Re= : : =r a w• =-all be :_";Toted :r -tt :ay with no 7 �° _ noted on plans. interruptions yreater .-_ _ _ amour. Er:_t space must be -ee _ f mortar C - - - ...th Steel -St , . .:e jpecIfIcatlOns . -- ___ .. droppings or � .^er sore:a r- _ 6/8" 4S gage "Conform" or approved equal . Nail all plywood to roof rafters and blocking with 8d 0 6" o.c, at panel - - - - - - _ - - U 'j C) -r :c .-M Sp°=: ':Cot:on ^ode 40 C vi edges and 0 121 " D.c. at intermediate supports, unless otherwise shown 0• All re _ �r� ,,, - _ unless . nerL : _ _ lar,s a fret - ..5e r;.5: , s=ale or any ._ + -,e plans. 'named beam -- -_ . snail consist :n the plans. Nall plywood to floor joists and blocking with 8d @ b" D.C. -' _ - - - - [� = , ntrwsse noted = i coat- �,_ .r;at re..__- - - :.n- =a-a4iii . _ -= . C �'� m ;Q., -�.R - : e +�aximum n= _ - . :,5meter bolts at panel edges and ? 10" o.c. at intermediate ,foists, unless Otherwise y " Q o€ _ of -- r3 or the =eem =actions shown on shown on the plans. cane- : in `a .- - -- ' _ �- :n al _ rescn- wails sha: _ be "Dur-O- _-. No. E � plans. , + I tru`_ _- �e rein- = - 1n- _ _. ASTM S-ec.ficat.icn r•._ t G. All JI s 5r.a�l c..nform ac . stanzards of the Truss .,ois n ' + r : • -� � a _� spaced a a (C)) N � O N t s "itute for ' 5 Trubalt" or 'Red Head" 2;, 35, and 4S1seriesc ��400,e00 psi . Installation shall be as per the nar :- .n 0f iS" D. C. ss _^wlsA �_tcd on plans. Jci s a:: Our-O-Wall Or "O d�. Expansion b -_ _ _ the d�awing shall Tie ,nanufa:turer _ 5Pecif:cat_an5. shall be at ._=_ . __ Ge = rre5s of the wire. _ -_--a_. shall be �y d; O Q e.�ad with the fal�c•t-. y .`�' men'5: c lappet at lea_' -:1=e5 dr„s _ _- - zzntai'n at leas: :-:5s wire G€ �{.) 1" c sre'er '%2` r each piece e_° _^cer�.ent in :r_ lapped distance. r, _ . tee a horizontal 0 CD 14" diameter - 3 1/4. H. Lumber standard shall be American Softwood Lumber Standard PS Z0 (U.S. b } , _ � � > � - 3 _ Department of Commerce ), S4S, MC15, moisture at time of dressing. and beam with 45 reinforcing bars at intervals not to excee o.c. and S/8" _:meter - _ at the top course _. ail Walls. foil reinforcing to -a rniinuous at 1/2" o:a!eter - Provide 12 bolt dlame»Ar5 spacing _e-.weep bolts and 6 bolt diameters between I . Installation shall comply with the "Manual of House Framing` by the Corners. National Forest Products Association, including nailing, flre5tDpping, centerline of halt any e. ae of can:"ete. anchorage, framing and booting. F. Vertical reinforcing snail be #t4 @ 16"" D.C. unless otherwise spawn on the be attached to structural elements as plans. All vertical reinforcing shall be continuous for the full height of I . Headed anchor studs (H,A.S. ) shall r , a f. j 5 , the wall and shall be grouted in place using a maximum of 4" lifts. shown on plans With a welding machine approved by the stud manufacturer :n J. Glue Plywood subfloor to loon ,a:,.ts and plywood sheathing to shear walls using adhesive :onforming with APA Specification AFG-01 (U.S.C. Vertical reinforcing shall have a minimum clearance of 1/4" from the face of Yt_E I>� accordance with the manufacturer's welding specifications- masonry and be held with clips to masonry top and bottom and at intervals �,•••••• Standard No. 25-19 ). y y � . �- J. Furnish one print and one sepia of shop and erection drawings to the not exceeding 192 bar diameters. Provide 2 84 reinforcing bars at the ends ° is r b t of walls and on each side of all openings. Q: Structural Engineer for review prior to the fabrication of any steel . K. All connector hardware to be manufactured y he Simpson Company. _Z 1L -0.o LS Hardware shall be sized by manufacturer for loads designated on structural K. Unless otherwise shown on plans all dolumn cap plate thicknesses shall be drawings available from the structural engineer. Fit All walls shall be laid true, level , plumb and neatly in accoraan:e with the �, • plans. Intersecting masonry Wa115 and partitions shall be bonded by the use ;v� <`':• equal to the `hickness of the beam flange that bears upon lt . 7 �S' o` • L. Provide solid blocking of the same size as rafters Or joists at lines not to of steel ties 0 24`" D.C. maximum. Corners shall have a standard masonry°•°+• •`• L. 1/4" plate web stiffeners shall be provided in all beams at all bearing exceed 8 feet maximum spacing. bond by overlapping units and shall be grouted solid. Reinforcing in bond �GV1 locations and at all points where the beam carries a reaction from above. beams shall be continuous around corners. M. Maximum nailing shall conform to the following nailing schedule: H. Fill all voids end tells within 12` either side of all beam and column M. Roof deck shall be Uulcraft i .5B24 deck or approved equal . joist , toenail each end. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3-8d ! . Joist to sill or girder, toenail . . . . . . . . . . . . . . . . . . 2. Bridging to .� '_Bd reactions with grout and one it4 reinforcing bar. N. Metal exterior studs shall be Metal Stud Corp. 6/0 ES or approved equal . 3. 1'x6' subfloor or less to each joist , face nail . . . . . . . . . . . . . . . . . . . .''-8d I . Joint reinforcement embedded in horizontal mortar joints shall have not less 4. Wader than 1 `x6` subfloor to each joist , fate nail . . . . . .. . . . . . . . . . .3-$d than 5/8" mortar coverage from the exposed fete. All other reinforcement 0. Steelwork which will be concealed by interior building finish or will be in S. 2" subfloor to joist or girder,blind and face nail . . . . . . . . . . . . . . . .2-16d S. Sole plats to Joist or blocking, fame veil. . . . . . . . . . . . . . : .I6d � lb`o.c. shall have a minimum coverage of one bar diameter over all bars, but not contact with concrete need not be painted. All other steelwork shall be 7. Top elate to stud, end nail . . . . . , . . . . . . . . .2-16d less than 3/4" except where exposed to weather or soil in wr,ich case the given one shop coat of red oxide zinc chromate paint . Any shop paint on • • • • • • . . • • surfaces adjacent to connections to be field welded shall be wire brushed to 8. Stud to sole plate. . . . . . . . . . . . . . toenail with 4-8d or.endAaii with Z-16d minimum coverage shall be 2' . reduce the paint film to a minimum. Touch-up painting is required on all 9. Doubled studs, face nail . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16d 0 24"o.c. 10. Doubled top plates, face nail . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16d 0 I6`o.c. steel after erection. 11 , Top plates , laps and intersections, face nail . . . . . . . . . . . . . . . . . . . . .2-16d 12. Continuous header, two pieces. . . . . . . . . . . .16d 0 16" o.c. along each edge EXCAVATION CONCRETE 13. Ceiling joists to place , = 4-=. 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3-8d J . All masonry shall be :aid up running bond with all exposed joirt5 s:u_ . =c�.ai1 . . . . . . . . 3-8d flush. Provide rake :elms in all brickwork . .411 exposed _tints shall 14. Continuous header to . . . . . . . . . . . . . . . . . . . . . . . . ... A. fill tzz5cil and organic material shall be removed prior to placement cf f !S. Ceiling joists, laps ove �a ions, face nail . . . . . . . . . . . . . . . . . . .3-16d tooled with a round bar to produce a dense slightly concave surface we: : A. All Concrete design is based upon the "Building Cade Requirements for 16. Ceiling joists to paral :ei face naiT . . . . . . . . . . . . . . . . . . . . .3-16d bonded to the block at the edges. foe. .-;s or Slabs. Reinforced Concrete" (ACI 316-83 ) and shall be Constructed In accordance with 'Specifications for Structural Concrete for BuiTd:ngs" ( ACZ 301-$4y and 17. Rafter to plate, toenail . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3-8d w 18. 1 " brace to each stud and plate. race r.a il . . . . . . . . . . . . . . . . . . . . . . . . .. K . Nc masonry shall be laid when the temperature of the outside air :s below = 9. All e-_avations shall be clean, le,.ed and plumb. Chapter 26 of the 1988 Uniform Building Code. 19. 1 "x9" sheath:ng cr less to each bearing, race nail . . . . . . . . . . . . . . . . .2-8d degrees F. unless the masonry is heated for a zer:ot c= at Teat 48 huu-e , 20. Wider than 1 "?8' sheathing, face rail tarn bearing. . . . . . . . . . . . . . . . .3-8d Materials to be used and b:allt upon S�,all he free = e or sn°.w. r Ex:a.e :on shall penetrate to good bearing 5011 as specified on soils report i ' essive strength er 300{ psi . , L• S. A.1 concrete shall attain a minimum �9 day compressive .:1 , Built-up wooer „tads. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .F,d 0 art; _ . .:aura: drawings. Air entrainment shall ae 7% minimum for all exterior work. :4-O.C. a 22. Built-up g. _e^s 5nd teams . . . . . . . . . . . . . . .:C„ @ 3..'o.c .at .c; and bottom Vertical control joie:s in masonry ._- - _ _ _- : to ==_ . e_ .. .n a _ 0 and Staggered 2- ,: at ends and at each splice horizontal Spacing .tree times _ .__ _ - __ . not _ e= tee= _> G. Coot..,_• u^ oral : =e respD-sSable for shoring excavation if neces5arti . When C. All reinforcing. steel skald conform to ASTM Specification A615-S1 and shall ^' _- _ rec-._:ed, the ^al Engineer will furnish as an adc: . :onaT Service - r Grade - it n r--r. 23. Z' planks. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-lEd a: -_ach bearing center. They shall oc=..7 at major des _ . _ . :� nees` _ a. be grade 40 for !t5 bars and smells and f, site t0 far 6 baps and la W_ _ _ _ _ v _ - --°Pndat:ens and details. See plans far any adz: : . --_ - -- . y and =-_ _ s nailing Helms. They shall consist of a vertical jc:°- strait'-• - - - -- Reinforcing steel shall be free of loose rust scare or any c-a: :n;,s t-.at of 'ull and half units, with the mortar leez .' •» _. . _ _ - at :east reduce bonding capabilities. N, All headers shall _ _ _-_ _ ... = . : s are _ :3 for 2AE 4 _ :5 unless Cur-.-Well reinforcing "rt , ==" -- _ _ -^�„ - e =_. _ . . _ _^all ~;s as Der backfilling s;._= - . =Brian and Lij drawings and/or SD.. _ sport. D Specification 85. otherwise shown _ ^_ =e-5 St'a.i pe Supported , line t _r,r.er Welded wire fabric shall conform tc ASTM peel ication oil each Side un1e55 cC 5nall con`orm ,.;th S;an,car..1,s :n Chapter 29 of the 1988 UnifarM Concrete materials srr3ll Conform to the following - ;.t e;card T _ _ Su: -:--; Cade. r " 0. All exterior walls ar inter_ _ _ _I1 she!-. -s:: kith d/. 4_ 0 SpeCliica.ionS• C-D EXT or INT plywocc unless _ _ _ - -. __ ._ _ _ � __ �.:3:. with °'+triAL NC- Portlard Cement 0150, Type I 3d a` 6" D.C. at pane; edges and 0_° e: :: - ' _ ._-. oiled. _ _ .ructu as _._ _ t _ -____ _ _ s _ e � J Agg, e, -es C33. ., n„ �It, ae h - - _ - - FF - eG a SAw'r:r�LLINa Water T :ean. dr. _ � " - _ _. . _ _ - F. _ .� Adm: ...nF• �` P, '±ll built-up gYrcerS _ •+Qa,.c and _tun-ac.-- 5^ y - -- - - Js -- - - - - - -° - �i conforming to FPr 5;,=-_ Ar _ _ _- - -- as per nazi . - - __ , . . r+. _ _ = -s or _t5 :?et .__ .ous e.ers- _ v .-s . J taate - educirg ACmir .ure _ _ _ _ Dc _ ___ _ =y= _ . b=__-er' retaining walls . _ . _ n 519.}'. 5 reCif1c- . _^5 5 _.. _ _ _ �y"t to n _ . -e 7 7 1 t , _ s and w:, _Su `e5-e- .-?r _ earth sha.. - ^erGre rF_ w �C^�: - ^ar---; are .n place or u-- -_ _ t~_ .s F. All reinforcing bars small be detailed, _ : . _ _ _ == =^ted in - .. _ -- -c - pre_- - - _ pre5ervat• _ - sp--- -e - . accordance with the 'Manual of Standard Pra= _ : _ 7r � _ , -- - --- _e.nforced - - _ _ --- - 1 -_ _ -- _ 2 . In = _=_P stall baCl - .m =_ of concrete s cured Concrete Structures (AC.I 315-80 ). ==aonsib a `�_ _ _.-_ : ate before cD c ete in Wall has c r fu- ^red b} stub, . ra:tors says Jrr«e5= "__ - _ •A = _ __°_� Sr]eCial ShVrinQ °'°gi }f1C.� by tjle r t s P. y.. - _ _ °_5 shalt - - - y� . . = k . " .� of .s ."31.'S.meter C. .,once•_:e p. ., action for reinforcement shall be as folloss ancr _ its s a=__ _ • - _ • _ _ _ _ _ -__ - _ z.tncrete ~,ere shall _ r ., . .._..�^.1 Er, Weer. _ p P �� . loads us ,gn- gi Concrete poured against earth 3" be a T -um of tWc = _ - • - _ - -__ _- . _ __- • ocated wit'.n 12'" of each �. Hoof 80 Ps J Concrete poured in forms but exposed to weather or earth end of each piece. 0, Wind C. Car: : :e.ered retaining walls may be backfilled after curing fur a 2S day 4S bars or smaller - 1 1/2" - es ,:e-::z without the support of shoe:ng. c _ 2. Less than 3C^ feet - �0 psf MJ Bens larger than tt„ S. Wood Studs may not. be = =: _Wed to a depth exceeding 25% of their Over 301 feet - 25 psf Concrete not exposed to Weather or in contact with earth width. Wood joists ^a`.e�s nay be penetrated with a hole no larger than Floors - 40 psf ., . �:_ . _r=5 and foundation walls shall be batkfilTed to a depth specified by Slabs and walls -'3/4" I _ : ls Engineer or fire local building codes to prates', against frost .,„ 1 " diameter located a approximately mid-depth and midspan of the member" D. Exterior balcor.ie5 and deck - 1�p5f Other - 1 1/� Any deviation from this specification must be approved by the Structural E. Earthquake - Zone 1 UBC !-ea.= zriar to pre-winter freezing of the soil . Engineer. H. Lap spllCes in reinforcing shall be a minimum of 36 bar diameters unless The foundation design is based upon an assumed bearing Capacity of 2500 psf otherwise shown on plans. Wire fabric reinforcement must lap one full mesh T. Minimum under-floor clearance between earth and wood framing shall be 18" to and an assumed equivalent fluid pressure of 45 Dcf . These values have been ERECTION b BRACING REOUIftEMENT= at side and end laps, but not less than 6" and shall be wired together. floor ,foists and 12" to floor g irder5 and ledgers. verified verbally by Steve Pollak of Chen Northern and a written report 15 forthcoming. I . Make all bars continuous around corners or provide corner bars of equal size U. Studs in exterior walls and interior bearing alls which support one floor A. Stn,=: -al drawings are intended to illustrate the finished structure with and spacing. Provide two 45 bars around all openings, extending 24" beyond 2 . � g two r all e:°_meats in their final polsitlDns, properly supported and boozed. The and a roof shall not be less than a4 s, and which support tW . loons and a edge of opening. roof shall not be less than 4x6`s to the bottom of the lower floor joists cant^_=tor is responsible for providing temporary shoring and lateral and 2x4 's for the two upper walls. All studs in exterior Walls and interior _ brae:-; of framing during construction to achieve the final structure. J. Provide continuous shear keys at all cold Joints and elsewhere as shown on bearing walls shall be placed at 16-o.c. unless otherwise shown on plans. drawings. B. When requested, the Structural Engineer will furnish as an additional service temporary shoring and bracing recommendations and' details. U. Floor Joists shall be doubled under all parallel Wall partitions. K. All anchor bolas far column bearing plates shall be placed With setting templates. Grout beneath column base plates and beam bearing plates shall W. Maximum heights for framed walls shall be 14' for 2x4 walls. All others be a minimum of 3/4" of non-shrink 'Embeco" , "Five-Star" , or approved equal , 2 shall be framed with a minimum of x6 studs. � L. Equipment shall be provided for heating the concrete materials and X . Dimensions for framing shall be as per architectural drawings. protecting the concrete during freezing or near-freezing weather. All materials, forms and earth in contact with concrete shall be free from Y. All Microlams shall conform to the standards of the Tru5 .foist Institute for frost , ice and snow. 9 1/2" , 11 7/8" , 14" , 15" , and 18" depths E-2,000,000 psi . O � d M. All concrete shall be thoroughly consolidated by vibrating or tamping during Z. All Glulams and Microiams exposed to exterior conditions require permanent placement , and shall be thoroughly worked around the reinforcement and into preservative treatment in accordance with A.W.P.A. standards C1 and C2. the corners of the forms. Honeycombing will not be acceptable. - S7 — — .... 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K - � p .:� � 1 WEST ELEVATION A * 7 , ►-- f �s- F IF _ t ( a M is ot IL .4 Ord t cc J rL i "i I GYM W� �I��l�'� -•,. Y .1 i - -- __ - - -- u - - - --.. �+ i � V .. V- 0 Town of Vail Community r Development .fi (A , Plan Build Health fire ❑ 17 ,y -- Denied _ i7 Wrl f t �` 1' :rRlit 10 -67 Y S `('t 5 the i�uancQ rr rr , r, oval of for, an a _ . - t� i specificat o _ 1; ^armit far, or an J4lQ ____�.. _ r• J�f T;e of S5USnC8 de approval of C)� - --- orc�fanyof � , : u p� . —_.—. __. a permit b;-,,.-, + 's (,I'1 ?� *✓ 'V`i 1�. ._-. - - } r� _. ,I r 1-.- .1 ,t c ��11i�Frequiring r 7�•aS'the Y' not proven} t �, ,1 _ correctio n of errurs sa,j pja �, �Y,tiiicptions and oche i Jata.' LU � Cl tcA AF C t Uj 6 A W 0 Y no d 1 0 j' c cl 101992 SEP 2 IV ' >_: _. ? A l �_k T F tom. 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I I 1 } p t V I `^� 1 T i A P r � � v F VA II DATE_ 'l i Q � Xu F r LM Pi z H 2 CIO z e za La I ..,.ti.s,,.,,,. /r'.r--•---..�� �«mss ._ �r+M'Y'_ +._.-_�.w-. -.�-:�C: -. ... . .t...�e._ z f i .. r .... E r �T � I 10 L -j 's , a t r -_ yam`-g'�'"•"G. _ ._ ._-..._. _ OP VA, �f �7 r� �■s gin x 4 � Za cc cis g die r 0 T - cN- 'wA le 1 0 � 0 era S uj - i i t >A L�J ` d i i r 1 WrT- ' CY f- �� m IL C v iGUS G�ec-u T : P Ar-- \ � 2 ro IL5 1 i 4`' 1 y, '+.�1;. 1�+4'} /►.y r ec q i v s 1,C k l fig' V J! 1 �:.. � I .r � � t \ . � y � `� V'fi • �n 4iA. �:�'}..J to - «w - _. X 4 it i Ick 'k; (Cvf�'J*.kj'r\ '4 � i;✓�' i it ., U ° �-- ----•- •. '� 13 41r.'�' 4' - C.c+� �'J 4 t l 3 'C 613 r„c � 1 ' ruwrn Of Vail Communle ky fare 8Uifd Meaith Fire !1 _ Y.. .. — u'� ......_--- _---•...-- .... - - -.— . ,i... _—.._� ..._.-__-'-_ ..j I { :!w •1 .1 .: , i �{:.. ll, .1 ' t i, "./..e."•i �nb , y pl.Mii tar, or an � � , apfs�oday cf, an v+ola'ikor� of any of the ,�roaisrons of this code or of an other ordinance of tt a jurisdic�7ti e permit based upon plans on. The issuance of I s eci A• W not revent , buiirli+�., R ficauons and other d flt..,x. f arn. ; data Shal9 • y k currectitk) of e nk t 0. A,tlr r�gJiring the errors said cans, s 4 - r data." p P01WIC41jons and othe* 1 a ,+wp••. . • _'4`.a.. d '�J� mow.-w .1 �l n..l 4 � '' „�r l,Y p _ ry]\b o I,. ' " .��. �:Y..y IAk4;' y' h . A .. t i` rY ♦ 1°-_ tTa,{�;M - �_.i"~y r�~�. ��"`ate, • " ~~ =�r� '� �_'ti..,,�5 - . r I \\ 1 Il /A E.Ij za wpm .R--- . - ---- F6 F�},p z a • IA I r Nei 11 Qxi IL: V \` `1 ( ; LI Ir u 1 � rte. :��1• 1 1�� 9 1 m � e , j� '{YI'.�' �: �. k" !r•: I Li \,1�,� -+.x+..«.. ra... e �r. a it T-_•` �. �'h 1 �� Y U C�+�J{ Gv• CCYr-Y.. •'�.`..-..`",� E-V iiry _ _ ��ktr 1 y•..'(,,iy G.,JIU y1' -"ti ! /r }+�[� , _ 1 L OL � f - tJ A ��' jl ,V 1, d�, I !_ � �s, � ,���"fi �4 [ 97 4 r 1�T3 `� �I I _ 5 1 1 ' �• _ i -. Lw-r�{�+; Imo. .--4".-- � ,_ �- --_- .-.-_'-- _-�-._ -- � I. •• • _ • Q - •. ._..r_" e.... -mss _ .-4. .. _. _ _ .-� Ila ail O t 0 � r Z ! p _ 010 e �-` x to p� mom �r • ti � (mil 1� I � a lil p 1 M1 t•115* vt OA c�.u•.i ti lr. e y � i r i - - Af j _ t l ► Imo, LU LU s i 7 4k CWA - - G.L. � {'` y'1 �� �- - -� s I � -'---'—..___---f_� 4- �4.�4 •c -} ��I�+�1.1 Y1L'i.� '` - 00 t p, P i ,f 1 r 345 MILL CREED. CIRCLE VAIL, COLORADO * ''A PL C�IV�f L l a 0 a Yr~ '0' G fox' �C `r { i ♦ ;ti 1 1 Y r i d ' r' 1 �V, � ' / \ •, tA k. Ile \1 + , © � � /'� /r /, \J 41`x', � r, _~ `_ - -•-1 `� 16 b - � + � 1 � NQ. DATE DESCRIPTION �• .� ,� L �� y \ REYI I NS VA 12 , 0I4 s.�• �� `� M 0 R G A N W H E E L 0 C K I N C i e �� '' ��► - 8�' , l � a Landscape Architects•3:34 Boylston Street, Boston, MA 02116 USA TITLE L 345 MILL CREEK CIRCLE SCALE PROJECT NO. VA I L, COLORADO DATE DRAWN gY CHECKED DRAWING No. 9::-p IO N a c'a r. h MAKEPEACE