Loading...
HomeMy WebLinkAboutVAIL VILLAGE FILING 7 TRACT B SKI CLUB 1999.pdf .� .r� ��.--r.� _ _ .. , . . . _ ^'''°°--�--• _ .__ _ � . - . "' . _ . . � _ . � _ _ .- . , - . � . . - i -. .. , . , � _ . . . '�. �,. . . � . . . f. i � _ . . .�i � � .C ��. . . . . . �i 4 . ' . ��F . . . _ r . _ _ ' _ � .� . . . . � . . _ . � � � ��� . 4.. � _ � � � 0 � .� � i . . . . � . . . .. . . �. � � � � � U O � � C D N V l!') � a N I� O O � � � � ' � " v � � �� •� � , � . � 0 0 � � � � � � c � a 0 U '� ` � Q -� U \� � G .5 G .6 ( D � D .3 D .5 ( E ) ( F J O ' , ;, �L U �� � � ; v r (n N u ,�e . . . . . _ _ ', _ _ - . . . _ . . . . i Y �' � II'-0' 22'fi' II'9' ' . 20'-O'� 45,_3• . _ . �- m N y . _ _ - _ _ .� _ _ - > . _ _ _ _-- - _ _ _ ' -. _ _ _I_ . _ _ _ . . � _ . . _ _ _ . _ . _ _ _ ` _ . ✓ 'O `� II'-0' � 22'-0' II'11' � 10'-3' 10'-3' ii ' 9' 22'-0' II'-O" O � � " �.. .� � d � i i i i i = j h f9 0 _i'{. .;'-�)' � � � � � n , � � � .x oo � (� - � � � °° a� �- uo�.F • j, ir Q U m �' m � r� � n � ` o O C GG DD O `- ' M3 M2 � U' U m Y � U � � � N O � 3. ' 3y . 3• . 3' j' . 3. � �j / � �N � d CI] � ,3' lY .�' bv N 'd 4 ' '� 4 � � Ow \ � R � � � � p '^ ELEGTRIGAL 4 Q O � � EQUIPMENT m � , I � ` ` � � i � 4 GOMMUNI - Q i ' x i2' � ' x i2' . . m� m � 1 .2 i 4 � GATIONS ol_YMPic o�rrtPiG 4 ' � - PLATFORM PLATFORM UNIVERSAL � � � MEGH . - r�ACHINE nn �aa µ'� i EQUIP_-1 SHELF STONE HIP SLED ��A � I I .5 � nBOVE 6RINDER � 1 .5 � BENC,H PRES�i AKE�A � � p � 4 - SKI TEGH 8 - � WAX S�LF ` ABOVE - � i . , . . � . . � � � � N � � � 2 N'S N HIGH UP MOUNTING � , � � BEMGHES d SKI 6YMNASTIG � WEI6HT 12AGK DUR�IBELL RAGK � . I � 1UNIN6 YOGA FLOORIN6 RUBBERIZED FLOORIN6 i iMEGH . TAeLeS " " ' " 4 ' 4 EQUIP.-2 � - -, I� 4 � � _ . . _ _ _ - -- �- - _ 1 : � " � � � — � LE6 EXTENSION . . ' � � II � � MAGHINES ;� OFFIGE WEIGHT ROOM SQUAT / POt^�ER waGKS � I � � � UP . ° . ; N, ` . r; - 1 BIKES , BB A4.1 , ' i ! �' �' i! f d A4J � O i STAIR- I � 3 � '� � J � ��� �- � GORFZIDOR � � � � UP � � 3 .2 � � O ELEV . ELEV . � EQU I P. Q — � � � rv I ;� �P � R-2 � � I J3 GORRI DOi? O � LOGKERS 3 WOMEN 'S : SKI STOR. 2 J — MEN 'S STAIR-3 � O � � � � O � p �'�R WATER � � FouNTAiN GORRIDOR FouNrAiN � m 4 Q � - J C� J - - 4 .5 � 1� � 4 .5 � � � J3 �2 I� J� I J2 J2 JI JI JI > � > 4 LOGKERS d LOGKERS B LOGKERS 3 LOGIGERS ff LOGKERS d � LOGKERS 8 LOGKERS 8 LOGKERS 4 V � SKI STOR. SKI STOR. SKI STOR. GOAGH-X, SKI STOR. SiGI STOR. SKI STOR. SKI STOR. SKI STOR. � � � , � . . . . . . . . . �c � � � 5 � � O O � � � O � m � � J u � V H Z �,� �,� � � 3' � � ���-0• 2��-0• ���-0• ���-0� ���_o• ���-0• � 3� � ao , , , , , , ^ c� a �— II'-0' � 99'i�' / ,/ � n O n ,n � O O � o � ° � o � �. o �v� � �. � �� � � � � r� ' ° � � SGALE : I /8 " = I ' -O " NORTM � _ z � o � A2 . 1 � � � � \ U N � � � a � � ° � 2 AK I�i1LL£Y � � � ° � 6�'•tY i L � Q • m N m � C � N Y � Q m 0�0 AA A B C D E F G' O � o � � 9' 9" 'Q � � o `o C 0 � N O � � � � U i" 6Vx /S 7F�iY � U � � � 6E7PT. f7N. t — — — — — — — — — — — — — � m o o c ti 5�r21 CY /R!/SS C 5�1 l,� /RC/SS ' � � �j U m Y �� � � � 0. 7 C � •� O � � (/� c°., > a m s e , �1 a u u,v � , ` � � � � h m J _ � h � � h I 7Rl/SS' ovp@7 � 1 6eC IS � � , � � �`- � , � , r � . _ •`� 1 _ S e r 1 J L Y I R C/S S h � 56r21 GY Ssr21 (X /RY/SS '� � 5ar2f (X Sar21 Gr '�o - 1 .� V V � , �� � =- _ =_ - — _ ___ — _ -- - � � � � % � � � ,�. � � � `J � � Fo i � '� z a °° _ -- - i \� � � ��\, � � `1 �� � a � � n - � � /� � \ � � ltil� �y� � r '/J Z � � § ' = q � � , � :� . q �� � �,� / "� e o \�h � ,�►L I �1 J z � � � � g z II ° /d'q,£^ LINE � ti \ 5�?1 !X 5�21 GL 1. S J , � '" - a II h I \ ��� - - - - - - � o --���� R/�' 9ffiW � I%� BEfiUI � � � W < e > - d a' 9ou E a / � � � � � � ' W � � _ � � � \ �, � , � ' � � � \ / � � / ;� � v � i s� av ►� Fav h � \ / � / "" `� `� � � auc,w �,wi,vc \ � h / N ;� h h I h SEC T/O/V 5 34 »= 1 '— O z s�z� a s ��,�a� s��� a s�� a nxrss s�.� a I 2 ca I � - - - - � � - - � � .s� .s�cnav 2/3's �p I � � � -r �- �? � I � 6 I I s I V I I Cf I / . � � ,�a� Ia � � � � � � � � � � � � � I � " I � � m � � � � � � � � � � �.� � w w � I • • � � \ � � • • � I h h � I � I I � I • — • I I -- I - - - - J � ; � sa�� a s�z� a nPUSS � - - - - � s�� a r�rss � s�z� a s�1� cr � � � - - - - - - - h � �� \ � / � , ��°� Z - _- - - - - - - - � h j � � � /� � � 5a x 6 � � I � �mrss ►�er. _ - - - I I - = 3 p / � �� � � � � .J s�e �1 aUI/AN / , . _ • ' ' • --- -- - - - � / � — � � 1RUSS' �s� (2J r r LAG - - - � � 6CY /S Q�F.R�T - - - � r _ - _ _ RYDC� UN£ -� 0�/ - - I ` / 5 SIB'Dt'i� �AA/ I ----- -- ---- � I O AS R£p/APfD - -- � I �\� �l � i � f \� � ��� � _ � � � � � � I iC � � i � � '� HA2Y/ M�G'CA/fS � �'� `� I � .I 1 I/2 � G .. -s� �. � � - - - — - �e' e SEA7 I � h j n � �\ Ot�fRfRAA/� IYP. "' I "' I � I_ — - _ — 4 1/1' Se" BE1flm /XU(AA/ ..h � � \ / � fi -- - - RILl,� BFA,Y I � � i� I — - -- _ 4 _ 5�1/ !,� IRUSS 5� !,� II�C/.£S 5 �2I GY I ¢ i � � �- - - - - - �� � - - - - - � O , � J ° I � � � I I � � I i " � h � h m O ' I 1 I � a rnuss � � � s�� a nvrrss � � ' 'I V 4.5 4. S � � 3 3 „_ , 4 3 „_ , — � - - - SEC T/ON �.� 4 - 1 - O SEC T/OlV , 4 - 1 - O � � - - � J V J � � TJ BLA�'/NC PANQ I I Q Q 1 k17WGI� BIq�I'dYG X.G1'�X I I > � > PM�f1S - - - - - - - - - - - - - - - - - - - - - - - 5 - - - - - - - - - - - — - - - - - - - - - — — (2JIQ16t7X . . . . � � NAILS XX.1'-X � O O J Z w . A B � � E F � � � � , � � O �o X,q'=X ^� _� XXX=X � � � �' • 5a' �£1£D CYULM/ Ji' PLYNfXt7 !,�/.SSE7 �ti 5e BE1fZm GCf/UN k1'L�' BE'AAl EAQ`19'G� r/(6�I8G N�I/LS " hSL1G� BfAI/ R7 MEB SAfFFNERS Y ���2 X s �osr s�� es s• X 5• .� �B• � ROOF FRAM/NG' PLA/V N °o A7 RIDI'i� BfAA/ r/ i % BI'X IS � _ � �, P17CJNA� 1 PLYIN.'GYJ o l . %AN NU�TH e -1 -0 mo SJY/V B£7MEfN C�TUCM/ o � �� "' O io � O � � N E � � � � Z m � �'n 3 DESIGN DEVELOPMENT DRAWINGS ' p i - � z -oo NSECTION S.¢ 34 ��= / �— O SECT�ON � 34 ��— / �— O ISSUED FOR COORDINATION dc PRICING ^ — NOT TO BE USED FOR S � m CONSTRUCT/ON �; r� N V orn � � DESIGN LOAOS: UBC, 1994 Edition , excevt as noted N � � � Roofs: Snow 80 psf a � � O O Floors: Office 50 psf �.�., 'Q' � � � Partitions in Offices 20 psi Corridors & Public Spaces 100 psf � o � � �, � � p> LL Storage Areas 125 psf � Wind: Velocity 90 mph, Exposure C ` Seismic: Zone 1 A B C C. S D 0. 5 E F G Q lJO'6' • m FOUNDAnON DESIGN: )�=0� 11=6" 11�6� �'�� 11'-0� C � c�v .]L � � 11=0" 2?"0' 11=9' /0"3' f0".l" 11=9" 17=0" 11=0" �� Q � � .!' 3' J' .!" v � � REINFORCED CONCRETE: c � � � Design is based on "Building Code Requirements for Reinforced Concrete"(ACI 318-89). Concrete work shall ' � C � � N O conform to "Specifications for Structurol Concrete for Buildings" (ACI 301 - 89). 7�U'£S :� �� _ — (� Y � � U Structurol concrete shall have the following minimum 28—day compressive strengths: ��y��, ��yN �e � e � ; OS C � � � p� footings 3,000 psi, �� �� � � �� ,qpq� �p o °� � m O � c stem walls 3,000 psi, Z , i P � P � slabs on grade, elevated slabs 3,SOD psi, M72r14 C8� 0 • � � , v' V,' ,� � � , y O (7 0 o Y P � a Y � �' WIZx1! C8� IYIZr/I f8� GIr WillL .y `a � O V m d Detailing, fabrication, ond placement of reinforcing steei sholl be in accordance with the Manuol oi Stondord � ^^ � / � 0. 7 � � .� � � Practice for Detailin�Reinforced Concrete Structures (ACI 315-BO). Welded wire fabric sholl conform to ASTM � p ���� �� �' � o � N � � m A82. Reinforci�g bars shall conform to ASTM A615, and shol� be Grade 60, except ties or bars shown to be field-bent, � BEZOW �J k - P0 %�C` � p P � o � which sholl be Grade 40. Bors to be welded shall conform to ASTM 706. At splices, lap bars 36 diameters. At corners ���f �gj "� , � r � w/�/� �y Wl?x)f c3� 0 /Y/2x/4 !8� 0 %.� "� � --- ond intersections, moke horizontol bars continuous or provide matching comer bars. Around openings in wolls and 1 - ., � , � a� i �. ,t � �, �� O � slabs, provide 2- �5, extending 2'-0 bey�nd edge of opening. In continuous members, splice top bars at mid-span and p �� � � �0� ,,; � � ' � �� ,;`�, � ��:14 �4j ' o � � splice bottom bars over supports. Provide intermittent shear keys at all construction pints and elsewhere as shown on � . the drawings. Ezcept as noted on the drowings, concrete protection for reinforcement in cost-irplace concrete sholl o i y� �f ' '% y� . � . y ' Q '�� F�� � ��� �` i � � " k-`' o be as follows � _ � J ` ` � � l`'a a m � a a. Cast against and permanently exposed to earth 3" h lY72r14 <8� M71xIf <8� 1N2rJ� !8� lNZr1f !9� "` � q � ° `�' � � � $ � p b. Exposed to earth or weather: .� , ,�i �� � `" � a : Y i n �s th�o�9h �18 bars z° m � � P � r �5 6or, W31 or D31 wire, and smaller 1 -1 /2° p C U � � y „ $ c. Not exposed to weather or in contact with ground: c�� {� � J4 , ` � =� f ? � g5 R c a N �O i � � � � 'S � U � =' m G � o � $�ObS, WO��S, JOIStS: � �it bar and smaller 3/4" N72rlf � lYl2x/f � lYl2x1! !8� IN2x/f � U71x1� fb) r Beams, columns: O Primory reinforcement 1 -1 �2� — � Stirrups, ties, spirols 1 -1 /2" � 2�0 IMDL� x 1=0 /N/QY � Fibremesh odmixture shall be 100q virgin polypropylene, fibrilloted fibers as monufactured by Fibremesh Co. per ASTM � /5tXS1ED FQ7IINC P p P ^ C- 1116 type 111 4.1 .3 ond AS1b1 C- 1116 performonce level one, 1 . 5 Ibs per cubic yard of concrete. Anchor bolts for �ya.�,� �gj ��.�� �gj �ry�/} �gj ��/4 �gj IY/Zr1� <b'j beam ond coiumn bearing plates shall be ploced with setting templates. Type II cement shall be used for all concrete 2 - 2 in contact wilh on-site soils. All concrete work is subject to inspection by a qualifed speciol inspector employed by the � owner in occordonce with UBC Section 1701 .5.1 . B STRUCTURAL STEEL: Structural steel sholl be detailed, fobricated, and erected in acwrdance with AISC Specifcations, 1989, ond N7?x/4 !8� W/2x/4 <8� IY/2r/4 f8> M72xlf l8> WJZrJI CS> Code of Standard Proctice, 1986. Structural steel rolled shopes sholl conform to ASTM A572 Grade 50 per AISC .� .� � .� Technical Bulietin 3. Plates and angles shall conform to ASTM A36. Tu6e shopes shall conform to AS1M ASDO, Grode � � ty � d C � B, 46 ksi eld. Pi e sha es shall conform to ASTM A53 Grode B. Exce t as noted, fromed beam connections shall � o 0 be bearingrtype witPh A325-N bolts, detailed in conformonce with Part 4pTables II and III, for 0.6 times the ollowable � � � B � � � � 125�� � uniform loads tabulated in Port 2 of the AISC Monual, 9th Edition. Install bolts in accordonce with AISC "Specification for 5tructurol Joints Using AS7?A A325 ar A490 Bolts', 1985. Tighten bolts to 'snug tight' condition. Anchor 6oits shall r M72�'�4 � £ M71a'�� !8� £ M72�44 B� � IH2r1� � M72r/f qS� conform to ASTM A36-84a. Boft diometer shall be 3/4", unless noted otherwise. Headed anchor studs (H. A.S.) shall be attached to structural steel with equipment approved by the stud manufocturer according to the stud monufocturer's � i i I ��BLYALLIVAL recommendations. Welding sholl be done by a certified welder in accordance with AISC and AWS specifications ond �o B recommendations using E70- electrodes. Expansion bolts shall be "KWIK -BOLI", "RED HEAD", or approved wedge � P B � type. Expansion anchors shall be 'RAM DRILL", or opproved self-drilling type. Chemicol anchors shall be �' "PARABOND", "REDI -CHEM" or opproved equaL Anchors sholl be instolled in occordonce with the monufocturer's � _ �a'�f �� ��'�� �� M1a'Jf l8� IN2r1� !8� 2r/4 � 3 � requirements. Grout beneath column bose and beam bearing plates shall be opproved non-metollic, non -shrink, pre- �. � bagged mix with a minimum 28-day compressive strength of 5,000 psi. � P � I � � i �'O .r f'0 x J'0 IYY1xl� !B� IY/7x/t !41 . � '� STEEL DECKING: � ��� �nl� 113�� ,� ,� , ° �' �� Deck sholi be manufactured ond erected according to "Specifications and Code of Stondard Proctice" of the 32 1172r14 !� M72x/4 � � � C M72r/f B� / � � Steel Deck Institute. Welding pottems, screw pottems, and detoils sholl be indicated on the supplier's shop drawings. � � w .� � P � P (115=0J ly C � N72x1/ � � � � � B .�5 O LIGHT GAGE STRUCTIJRAL STEEL FRAMING � '� Studs and joists 16 gage and heavier shall conform to ASTM A570, 50 ksi yield. 18 gage ond lighter sholl � ���� � � ���� � .t \ ���� � � X _ conform to ASTAA A611 , Grode C, 33 ksi yield. Subcontroctor shall provide bridging ond biocking as required for stability � �' / \ p � and stiffness of the final ossembly wherever sheathing does not provide adequate brocing. Supplier shall design ! / � � required lintels ond headers at openings where not specifically detailed. � � � � \�� ��-�� � � / � � W/Bx.JS AB� lY/dr.JS AB� j� W/&r.�5 A2� M7'dr.�5 AB� � / N7�,1�5 t4�� LOOSE LINTELS: f - � Unless noted otherwise, provide loose lintels as follows� (One angle (or each 4" of woll thickness to bear 4" o p. � S"� O minimum each end). � Openings to 4'-0: Angle 3-1 /2 x 3- 1 /2 x 1 /4 h B �2� -B Openings 4'- 1 to 5'- 4: Angle 5 z 3-1 �2 x 1 �4 �LLV� � � Openings 5'-5 to 6'-8: Angle 6 x 3-1 /2 x 5/16 (LLV) � � � Q� w � O ^ �.� �U.� � 6 � SHOP DRAWINGS: I I h h O ry � � h O H h O h h I Construction Doaments are copyrighted and sholl nat be copied for use as erection plans or shop details. � C C � C C C C C � � 45 � � All shop ond erection drawings shall be checked ond stomped by the Generol Controctor prior to submission for 45 w w .. .� �. w .� w .. �. � Engineer's review. Unchecked submittals will be returned withoui review. Fumish one �l � sepio and one �l � print of P h h 'o v h �V '0 9 h h b -v h h h �V � � � � shop ond erection drawings for reinforcing steel, structurol steel, steel joists, ond steel deck to the Structurol Engineer � � � � � � � � � £ � � � `r for review prior to fobrication. Submit in a timely monner to permit ten (10) working days for review by Structwol o � � � Engineec The Generol Contractar and his subcontractors shall submit in writing any requests to madify the plans or . � specifications. Shop drawings, submitted for review do not constitute 'in writing" unless specific suggested changes ` Q a ore clearly marked. In ony event, such changes by meons of the shop drawing submittol process become the responsibility of the one initiating such change. > � > STRUCTURAL ERECTION AND BRACING RE�UIREMENTS: 5 ' - '� 5 M � The structural drowings illustrate the completed structure with elements in their final positions, properly W � supported ond broced. These construction documents con}oin typicol ond representative detoiis to assist the contractor. 1P3tp O Details shown apply ot all similor conditions unless otherwise indicated. Although due diligence has been opplied to = O moke the drawings as complete as possible, not every detail is illustroted, nor is every exceptional condition addressed. All proprietary connections shall be installed in occordance with the manufocturers' recommendations. All work shall � J be accomplished in o workmanlike manner ond in occordance with the UBC and local codes and ordinonces. � Z The generol contractor is responsible for coordinotion of all work, including loyout ond dimension verification, 3 U � materials coordination, shop drowing review, and the work of subcontractors. Any discrepancies or omissions »�0� 22=0� 21�0� 12=0� 2?'-0' 11=0� 3� � discovered in the course of the work shall be immediately reported to the orchitect for resolution. Continuation of work �)'-0� 99�6� � � without notifcation of discrepancies reiieves the orchitect and engineer from all consequences. Unless otherwise specifically indicated, the drawings do nat describe methods of construction. The A B �' � E F � � O Controctor, in the proper sequence, sholl provide proper shorin9 and bracin9 os may be required during consfruction G to achieve the final completed structure. The contractor, in the proper sequence, shall perform or supervise ail work � � � necessary to achieve the finol completed structure, ond to protect the structure, workmen, ond others during construction. Such work sholl include, but not be limited to, brocing, shoring for construction equipment, shoring for yD /Np'Glf3' NUA/�RQ� i%r3" HEADl�D excavation, formwork, scaffolding, support and bracing tor cranes and other erection equipment. Temporary brocin9 ANQ'1G14 STUDS �H.A.SJ UN/fU?N/( Y ,SpAG1�D UPPER LEIi£L FRAM/lVG PLAN shall remain in ploce until oil floors, walls, roots and any other supporting elements are in place. The architect and ALLWG C1�7VIfRY�IYE C1` MEaIIR_`N .9`lONN. � engineer bear no responsibility for the obove items, and observation visits lo the site do not in any way include inspection fX" /Np'CA1FS UPIYARD CAA/�R AT M(D- aun HOani e=1 '0 � • " of them . 9°AN Cl� Gt�IIPY�JIF FZQ'�4 6fAA/. CV o Where periodic or continuous inspection is required by these documents or 6y code or Iocol ordinance, the TA° Q� FZLI�P SrAB EZEYAALW = 125=B UNLESS NOIED.' � ���Cl If1 �fR'F7CAAAV � ° owner shall employ an inspector certi(ied in the particular area of concern. The inspector shall be responsible to, and IG° G� CQVQPE/E M',ICL NO1fD lf1US x'�\ BYOE9'pV /EAAIf report to, the architect and building department. IYH'GL fILqP A�VSIRUCDQY ` f" NOflVAC 1�70YT LYaYClr�IF .qAB Q'V 1 s m LETTERS OF CONSTRUCTION COMPLIANCE: x 20 C�I. CAUP09'lE SIEFZ Dl�QY (1.5 K) o � The General Cantroctor shall determine from the local building of/icial at the time the building permit is INIH HY057°HAAZED IL1° AND PA/NIED 617TIGV. L O �, obtained whether any letters of construction compliance will be requested from the Structurol Engineec The Contractor /NSIACL A`C7( Ol4R IHITEF QP NG4f 57°ANS � " sholl notify the engineer about all such requirements in writing before the start of construction. One day advance notice R£/NFpPC£ .SCAB IMINSNEF75C1� 6x6-6xd' M.'W.F. � � � shall be given when requesting site visits necessary os the basis for the compliance lettec NOTRCKLS Z � � « 3 DESIGN DEVELOPMENT DRAWINGS � p i - iz- oo ; ISSUED FOR COORDINATION & PRICING a N NOT TO B£ USED FOR m CONSTRUCT/ON S 3 � . � � � N U N � � � � � � o0 � � � � x� � � � � 4 � t U ` Q A B C C1 D Ol E F G C � � � N Y N O d m � 1f0=6" _ � -�°�- � 11'-0' 21'6' 11'-9' 10'-0" 3�'.i� 11'-D' � r � � 'p Q � N o 3� 11=0" 21=0" /1=9' 10"3" 10=J" 11=9" 11'0" 11'0' 3 C Y � ` o J' 3' ,i" J" 3� C m � o�o ai m � O V � -o � � U mY 0.5 - - - - 0.5 C o •� O m � (n �., > a m o ��iz=s =o X � o . �'o °' '� ^� P lSt1'A1fD OI�1/NG /Np'G17ES GYXU,IIN �, AB06f' � CR/D p � � .s�aA� wEZr,� rrn�c,u . �s+.►�X4 �u o �� � � o cL�wvECncw -- o P P P P Exx/fRrcW cYYUUN P . h `;� z a m � /��� p y(''//�/� /y/ �p� W0 Iw {./�r L I1C(.(.C[/ � II/�I� \W � � " W O y� O p q IV G'N/D TYA'G[ �'M/ MEb SP[/GL� Wl�r o (OP SOJ TO It7 15 CCYGwN > - - o o �• '� � � � � M � ,. . . ° /I.% ' °� � m ,� q� � I k'T����� �' � E/Y� /��//dV ,�d, C IX U A M! (�E N D R f 1 U R N � I I h P I \� � h // Z � a 9 § k �E Q 12/$�F � GL�NERAL NOIFS . � - 13 � ° -�, � m a ` b � �AI/ NEB IO IYlfx10 i i' BLY7S PfR S05'ELY/L£ h M7'1x/4 B� IY/?x/I W/2x1! ��J � W/2x1� � IY/1x/4 � � �-`�� + AND G1�NEXAL NO/ES �\ � '� .SEE PLAN SEE PLAN o REC�SS' A4 .SZQ°F II \ � � / C • . . . h fZAaP .IT CARACf--tL ��, \ • • • i � � IY/2x1} l8� � Wl'2r14 � `�' M'l2x14 �8'� `�' \ WJ1x/f lb� `�' / N71x14 C6'� � I � G C d � . . � � � � � � / t � � � � � � � � � � / � �z' �rar X z�' w� I I I �� // isaA�o Faon,vc I I wrc� �z�+NC� �,ws wr2��f � wr2��� � w�zd� � w�2�f� � � �r2��f �s� 2 s� a.w Fav qz� wc� fz.wc� a�-,uis I I � caU,uN sr� I I ,wv a��ncw .S£E PLAN FCW 97E I I PYAN FCJ4 9'IE 2 - I - �' �r� s�t�u�iv e I I �s' axu�v w/ z' c,w e AND EZEY.IIK.W � EAp! 5A` Q` �`AI/ MEB I I �/N� �' e w/ * N�' FRAMED BEAM CUYNECAON SCh"£DULE � �/ \� cnv� o�R c�u,u,v i i � �A�,v�w/�2 �s � srzE / a� i� ea �s �u. srzF / a� :'r e�x �s wr2.��4 � d wra�i4 � d wr2X�f � d / wrz.�is � �\ � wr��s as� � I I MQ W/0 1 M7'B 5 , `� `�,� I b / � � . I I M72 W1� .l lY1/ 6 a o � � I � // `� o � � � W/6 � M7f 7 � � `��' • BQ 15 .9YACL B£ .1.715-N AND /NSTALLED PER f,fNERAL NOIES QV THlS .AY£FT W/1x/4 !8� W/Zrl� � W/1x1� lq�, / IYl?xl� <8� \ 2x� TYPICAL CONTINUOUS BEAM TO COLUMN CONNECAON BEAM TO COL UMN COJVNEC T/ONS � � � � /� � � � �,i.0 m cau,�v cav�uECncws � �cu awn�cnav' un�ss No�a � ��� I // \� ' � � (*j �uac�+�'s :�a,u � cawv�cnav' s� Pu�v .s�tFr s2 Fa4 [cr,�ncws � � '° � wr2.�� �i wr2.�� � wr�>� � � - - - - — - -�� - - - - �>�csz � ^� SEC T/ON 5 `�4 "= 1 '— O SEC T/ON 6 34 "= 1 '— O � � J � s2 s� � � � IY/2x/4 f8� IY12r/4 �/� � � O IYA'CAL AT dRL�RS i% x .!" HEAAD ANpfQP �r x s=a o n' m� s�uaS� .SEE PuM Fav a�avmr w�2.f4 !8� wla9f � � � wrPX�/ B� Q9VIf]S'�D OYf7P Q'RA�R CJPfO •� `� h � h C . � COVIINULY/S �/3 (A7A5' LL1.^AlE AI£9'1 /N T�° o G d � IY/2r/�F � h ° � TAG(£D IU S1UDS Q� SiAB BY LWAPYNC ry � � � � H � ,4�/T A�p( AT pRp9P [ B /'6 A/A,YGK/A/ Ol�£lP CQVIINVGY/S � � ry ���* � £ � FAP H.A.S PYAGL�7IENT\ AT EAGY! �AAI IY/lxff � � W/2x/4 t8� C � . .:n . V �o O h, ,� �' /�IV ~ � ^ w V � � _ •- - - - - - - _ _ � � � � r . . � i . �w N7'1x/f B� N7'Zr/4 f8� 2r/f CB> W/1x/4 c8> N9'1x14 <�� ¢ 4 W � i � ' i% x J" NEAOfD `O � i � ' 11� CAI/Po91ELL�GY ANQYQPSIUDS �H.A.,£f ,�.� � • ' AS NOIE17 LfY PIAN � fIN f '�! 117'2x/4 � WJZrJ4 l8� WJ2r1I � M7'2x/f f8> N7�lf c6� � .� �z� � � �� �6 � � � . � � � J C� J RfW/REA/OV75 AT �''AU FCW BEM/ AND pR�EiP o ° � �,ui cz�cnau .��'S .� Pu�v ti � � � � h Q Q � M71x/4 !8� � W/2r/4 !B� � N72r/4 � � IY17r/4 f8� � JYl2r/f <6'� � � � lYP/CAL CGM/PO,S�IE FZOGl4 G✓RDER TYP/CAL CDA/POS/IF FZ�4 BEAA/ � � � SEC T/ON � 34 "= 1 '— O SEC T/DlV 4 34 "= 1 '— O 5 _ _ 5 = Q O s2 s2 ;� �, J z auem es a � � ,SEE AN TD F� L►��W�LL S � QP A/E Dl1GS � RUN A/ESJY L�WSIRUCACW �Cl'NT TO � Q O Dl�L7( (X057/Rf CLWIINUGY/S BE G�`fSEI fRQV �AA/ .j� 4 SYLL�S IHHG1'/Q`1 „CYNT l,1iV1ERL/Nf BY /' ,l� 7!'-0' ?2=0� =0' ?7=0' 17=0" Il'-0� 3� � a � /1'-0' 99�6" Y � 8� � A B C D E F C N ' °o Q?Q55 [�.r�x i � N rn L�XfX i Qf1Nf}7V 9fAA/$ .S1�F PIAM ° SIhYP 147P71CAL LEG L�'YD1I0 !�D /Np'CA/FS NUfIffR Q� '�i'/x3" HEAL�"D m AND BfAR Np%ZpYTAL L£C ANL�/Q4 SIUDS (H.ASJ UN/FQP.1/LYSF'AIi�D p ,� �, � � �-�, �,� ,��' �"'�'"E � "'�R .�""' � ENIRY LEI/£L FRAM/NG PLAN � ° f,ri�c��sua� �u�a ,�r ,wv- .n N � .SJ°AN G� CQI/F129'IE FLG�P �'AN. wan naeni a'=1'-0 � � � � � lq° A� fLGqP STAB EZEl^�1/1AV = 112=10 UNLESS NOIFD.�� '�X (.SY/BECT l0 lt7P/f1CADpV Z ui 3 rra�C�[ �ta►� Cavsrnvcnpv � , �° Q` c�'c�� wA� ^✓o�ID ���' '�X BY a� �'�uJ D ES I G N D EVE LO P M E N T D RAW I N GS ' p IYP/CAL M/SCELLANEGY/S fZ0A4 OPEN/NC lYPICAL SLAB CGWSIRUCII�Y ✓GYNT � N[�v.0 �7[�vrcpv[�-`lE� ,�'�B p►' � 1 --� � - i 2-00 ; x ?OC.ICQUPOSYlES1EQ0.�GY �1.5KJ ISSUED FOR COORDINATION & PRICING � IMIH PNQ9°NADIfD Ip° AND PAGVIFD BOT/AK NSEC T/ON � `�4 "= 1 '— O SEC T/O/V � '�4 "= 1 '— O ';�,N a� B�i�n��� c��s.�a�w�rF NOT TO BE USED FOR m ,vor Rats CONSTiQUCT/ON S 2 , � � ; � (j N � � � � c� � c� o � � ^ � y v � X � r � ° Q � � � � � L V L Q • � � �Y^ � vi „�.. Q OI00 V O A B C C. 5 D 0. 5 E F G = > � � W 110"-6' '0 �� � o 0 — � 0 N 'c °° � U ti Il'-0' ?2"6' !f'9" 0" �=� 11=0' C � � � ti 3, U � °� � 11=0' ?2'0' J1=9' !0=.7" 10'-.f' 11=9' 12=0' 1f=0' �p y o x � J' J" ,I" 3' 3' 0 U U p°p Y U C � — 0 m (/� N > a m � • v� LY I � � 'n "� // � '` ; 1 - - - �' I �J � �� ° � ``� < m _ o � \\\ o ° a � a � J� � § = � � `�n II.�% o � S ;; S s � I/ ' r/1 �uA! /V11, '�I'�y� �1\ c� � � � n $ _ o I>A'CA[ 12" IHK7f GY�VQPL�IF � wiYLs Qy .N, IIIUG LNInINWJ i Z a r� s a FGt�IINC f � d ; � � u E a I I I I I I I �, � � m � � o ->i O 0 N N ! .SC./9 OV Q4il0E� e X / 7 .S�IMG7�T ,A?'N7 FI�R RONFAPQD � o ° o 0 0 �� o 0 0 ° ° Q?/0 ? - — - - - 2 IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII � � � � � � � � � � � � � � � � � � � � 9� CON7ROL JOINT � iN�aP c�xuuNS fvc� H�c,wr ro � ° ° we.J� ctxurw (8- wa� X e• c�a) o • � ti 8=0 x 9=0 FA'JIINC N \ 4' GWAIfZ QV t' .ST�IB QV QPAAE CQVANUG'/S 1x! KEY LYII/P�C1ID � FIL�IP RL�MFCiPt1�D If/O-0.'P/N. SIRUCIURAC lA7=0 � fNl. .SEf PCM! � � � � �o � ' �� �� � I I I I I I � 99=! o �p�� ''�— ,j - 0 0 , w o `ti�'oo � — — � •� IIIII IIIIIIIIIIIIIIIIIIIIII � IIIIIIIIIIIIIIIII IIIIIIiII � b J IIIIIIIIIIIIIIIIIII ="� - � • ° � coNSr�ucnoN ✓oiNr 9• ,=°• 9- � � 0 ?�6" � � � Q TYP/CAL SLAB ON G'RADE ✓0/NTS h � �' � SEC T/ON S� 34 "= 1 '— O SEC T/ON � 34 "= 1 '— O O 4 , - - - - � J � O � m � � S� � o � ,..I C.� J /�li YfR BA6' h I , I I I I I I � � � � � NQ� $1D. flLL�V > � > AT RECTANp/LAR ARCJY/I£CIURAC fUR4tD AYT S7IJ. NLL1Y CIXUA/NS /S�CAApV „qWT /O I/ARaY SJYAPE �p. Q� F1N/SJ`� .SZ.IB .9'IACL FLOA/ Fl�£ G� � � F/�N9/m GrYU,uK � 5 � _ � 5 � O O IY�L'�L LSXAIK1V �U'NT �: � �� � Z U.Y�' /B/ f76D4� FGPV QP �'D SEE PL.W FQP I/.IR1V' / �'s a,wcx� � cauuN .s�Eauce V f'G4 SJ'If � BAS� [ QI'X/6�£ plRTA/N � S�'F PLM� FQ4 IrA° J' � � Q�" fGbILVC QEl�i11/GiVVS - � �� 11 =0' 22'0" 2?=0' 22'-0' 12'-0' !1'0' 3� Q O I' ,GV/ERl'LJ4 ,SCAB /yp 11'-0" .99�6" . � � � J� ! ,� O ; � .�'� � A B C D E F C � ;� . c� Y . • • • . a � rrqca[ .��a-av c�e�aF ccwsnPrrcncn!• N c� � cQOUER BAR 4' FIBER-!t�/NFQ4GI�D GY�YQP£lE SrAB QY � °o Sl�f' FQ'lNDA11AV PCAN ° fpq y,� � �� � � S1R1/CIURAL flL[ CQIIPACIID lt7 A5x' STANOA�7 � ; .Sl74ELY/[£ FGP .A'IES � fa4qCR�4 LL`N9'IY. PLAC2� fXL� lN 6'- B' UF73' m AND RL�INFQPGI7lENT. � � F�R .SLYLS REPA4T. H70NC� e x !' SANC(/T an,�v FcnnNa, cuvrna �v�s o �s'o o. c u�.nvav FOUNDA l/ON PLAN' o 1O UNL�JP CCYUI/NS' ,n N 9N(LE L7/RTA/N Pliw NOFtiH e=1=0 � � U� ��� N�� FOOIING SQ�IEDULE ' � TYP/CAL �t' COL UMN ON � ISOLATFD SPREAD F0017NG TYP/CAL WrJLL INIFRSECIIONS �, � �� � �,��, _ ��, o ��. ��. 0 ,rr—x z' ;; w 3 y� �� ��c rap a� Fao�nvca��nav = .�'� unu�ss No�m �txrs (.►xr=x) ���cr � ►�r,�ncw DESIGN DEVELOPMENT DRAwINGS ' o �, �a r-o X r-o .� r-� a - .. s�-6 EA. w�r, eorn,v BY�' �I , - , z-oo � F&0 B�0 x B�0 x 1=6 8 - /7x 7=6 EA. IMAY, BOTICW ISSUED FOR COORDINATION & PRICING �; � 3 „ , �,1 3 �� � f9a 9�0 x 9�o X ��e 10 - r B's E�. w�r, Bornw NOT TO BE USED FOR � SEC T/O/V �� 4 = 1 — O PLA /V DETA /L E J� 4 = 1 — O �' 2=s x i o x �vr f - � X cb i CONSTRUCT/ON N n m N , .t u : . ♦ � x1 �v`S. w. � �1 :,}. � � d . —_ ' v �.i '_ • -�.lA' i y ;i�� - - I . 1 .� Fl i y � 1 -i � � r�-� v i1. n �. T'�.� y!`, f �p� , �� � ` , _ � � - . ' �: � �,�e ' . .� Lr �h. a � 1A �'utr l ��� s �..�7 LM' CJ 1 \ ,: rl' � if � 1ir `��{�a ' i T �� . � . ;` T r � � � ! . • `�� ' � ypf6y . '.Z . � /'�F�7tf '�` '� . . �' � � n` y ��.f� � ` .f',�.�/l' ^7 r : :11�` - / ' ' ) ' �ty� ltrvH - - �;1;: . ,;,,ny+� R .f' { . �. _ �,� � ' S�'•� i S r ri Q, :� vY'� z� �h� � � . ��'jPl � Scs�';. Q � o . 1- l i fN a G— ' �� L � +�} .Y 'S . . , < C 1 . i �. � �, -„n � .q � r ��M1,.�'^ � � '.il�- "v �s . ��, � �1..v� � � d ��' rt �q�,��. �; M1�r� :r�� ,i �, } i . � 'Z "'i �+N'• .t �sy� � �� (.�' ' i �CR , ?.i � ri ,.��,rlt a �,;•<� � .a�. ' ;'�' � � � . � :. � "t r . . �f.� 1e:t'� .' � �+�Y )4 . . . r S .. � ' �;�> . i�_, �a - �i a rT f? Sn».eaC � � . �. r - �"J.., r�i�_>1� �L .r:�: .14, � - � -C 1 � I � fWi' t +w �1. M\ �q � �f JA . . _ . . _ . . . _ .� . . . . .. � i � _ . : � ._ i . � . . _ i . .. . . . .. .. . . ... .. . .. . _ . . . . _ . . . . _ ... .. . . _ . . . . .. . . . . , . . . . ' . . . . _ , , . �� . , . . . . ' . � _� . . . . . . . - . . r . �. . . . . . . . � . _ � . . ' - . _ .. .. � . • . . � n , � �_ e . . . . �.-. . �. .. .. . , . . . .A � + � r . " � �� . ^ . , . . . _ . � . I • � , . . � . , . . . . . . � . ., . . . , n. _ . . . e . . � . � ' .. . . . . . . , r � , . _ . , . . . . _ . . . . . . . _. . � . . . . . . e . . . . . . , . . . . . „_. _ i .e . ' . � .� _"' . C _� . . � ✓ .. �- , .. . � . . . . . . . . . .. . .. . .. . . . .� , . , .. . . . .. . _ : � . i�"'.� :c�f��Ki,b� (` � rt 1 }� .��,^,p '�"Y . . { �f- �� `�5. I� ' ✓,++� ��.+' �<� ;�i• M y! . .. � . . .. .. . . � . . .. . �., . . �. � . � ... . ,. . . . .. . . � . � _ , �_ _ . " _ . f , ,. - �4 . � , . � '�? � �a, .. PI� � I'aS� R��Loo�T� b - � �: sTm r ' • . . --._ s V � � . . . . � . • � . t 3 • I � . ,, , . � . . . .. . � _ ,� J _ • . ' ' . ' . ' ., . . . 2. "1 � _ ti - ' . � . . : . • „� � ` � ` oo Nc�-�T� I'kN ,j �. 1 < <,. . ,.� x � �,� �, , � -�'. • .� ,� , � 1,�'1 , ', � — � ` _ �� �� �� y � � i � _ � �� �i � � . I + �'�J 1' � - _ _ - . .. - � � � 3� n 3���'r"'b�,�F � ",�,^." � � * + � �' �2 � � � ' . �� . `'� � o . • � , � �- . . . � � � ,. '� + t � . . . , � �� + . �.�� X k �' p t t . . , � -r 3 . l - - �X K. T I �'1b TI�/� N S � m l� �"�� I�- � . . , ' 7 p �'p r° _ p w k S IiL6 � �� x 1� ' * -- - 8 ' � � t�EWf� 1.lL �o hliN � ? � � t + .. � ,�- � , `- . . �¢ , 0 ` �' S, JJ�' `r, ! .g.� . x � x i . �b \ 4z . s ` � '�i� f r/ ��- ' . . �C ' �- `:,�, r , i � � t► ,� � , ��, g . , . . . �f � GoNG � �'A1�1 \`� i ' � j< • , . , . , ,k � � ` U O�V + 7 .0 �j 1_ � _._,.. ' � '•� t 5 , � �- -- � �; ,� I � Yv�lr • . . . , ` ; � EX7l� tI�RNS � bt� /'H �Iz- . GH � I, � !¢- � N � S �c x � ' '1 ' a ' O � ` _ ` ' ''►'� `_� .� ' 7 `� f � , m o � �t - - � L � h► TEf�- / � � . � . . , S I� � G H m e L � r \,� �\ t � � ° � .� . ' . S - '' � � NG � i 8 .� l l � �° ' 2;L`° � � ', 20 � wProwc, .. � � o � � , � , . . . _ t _� '� "° � o �� � - � . .. . x � _ , � . / X � � 2 ; � - . . . � � . . :. f; / • . . . , . . . . ,. . .� ,r . . � � • ; . (ZE600�tT � rJ ' % . � . ; , x \ . � . . . x' . ,� �+ � , o � � Yk � ' M� � Ic. Gr �.p � � -/, , � . , . . %� X� � ' � � It . i i . . . � / ��. , � � � � � . ' � , � .- ` ''� �C ' � � / � L ,� • _ � ` � , . _ � • � � � `- .. . , . :. : ' ' �/< � � ; � W Ib / � • �. ',, � / � - : • - _ . �. ; � �� � .,\ + � -�� _ - - - - 3�A � ' n� 0 ' � E , ;, , � . . � , t L . , � � �I , �.. + . � �4 � I� i r� sp , . , . . , _ : � _ _ . : : . � ' ' , • � / � ..... � - - , . : { - -- ,- - - -_. � _,_ _ '-- - _ _ .. , . _ � - � - li ' o �4� i � �" . �XT ' l0 Slr. l ' � VAN I, A Nb ' , : . �; G W15 vkil. _ � # ' - -1- � nM ^' S P�GES � � ' �i INr8C�10I't- • : • � � 4 . : ' _ . . : �kN �il'At+� t ' � - . . �'t— - -� -- - _ - - -- - buMl'STECL- 6NGLoSUh�� 14F " • ' . � . : . , . .�,3 r,� ; . \ ��' Ie O I7 e S t � �. - ' . � + � • � � + � I _ . . • : . . . . . , 822o S IG i G � v � �' � �.: � �n : , '�. �,,� �� '•µc`'� � : . � �� � � ; + �- �: . �:.. . �,""� . � No �- TH woob5 . � � � . . _ + ,� . . . -.� �, _ � + � ; , . � �oNhomiNi � m4 � '`{ 1g . : . ' $ , • � � * � '�+nM ; . . '� � � 8220 . _ , . � , . _ . . . . . f � .. . . . . . . . . . . . . . . . . .. . . . - . ' . . , . . 87 • t Z3 ` , -. . • . , . � .. . ., . •. , • , . . • , / ,r . _ . . , . . . . . . . . � . . . � ` ` ` � ' . . , ' . . . • _ . � � � � - . ' � ;� KEY . . . . . . . _ . .. , , . . . .. . . - . _ . . 21 � , �-�- '' �j� �OU) {� �'LArJ �' IS �_ - ' . ' ZO � y • � . � � ` r �� � LI� � N6 � • : p2 EXISTING 2 ' CONTOURS ,/`'r��� � . . ` � � � . • . • � , � . •. � �,,! . _ . . ��� EXISTING 10' CONTOURS 2 '� � . . � ' ' . . � • .� '��— PROPOSED 2 ' CONTOURS Z � � z 4 ��'�"'-" .. : .,f/� y ,� � , 3 � � . �---- PROPOSED 10' CONTOURS 3 �' C �µ�` . ' O �`'�� � .2 (O � . � I \ s EXISTING CONIFERS TO REMAIN � � �'� M �� �N r`.,� Z � � , l ,� x < EXISTING CONIFERS TO BE REMOVED - . . 3 � ',. � EXISTING ASPEN TO REMAIN � � x ; EXISTING ASPEN TO BE REMOVED 1 � � � NEW CONIFERS � t NbTGS �r NEW ASPEN � U, h� STu �,p, � p A�Z�kS �o �� � �� � �� 7� e w IYH NnTiv� br�S� m ix, , . . ;��. : , SU {LV � � IN�o1L�`'`l4rl 'OH � Iz� M �/� b � VI� I.LEY : '��}" � ' ' SU �tVE IN6 _ . � Y � Da'iGr� l o � 1 �v � �i� , . '�'� � - - _ . . _ L — 1 SKI CLUB VAIL SCHEMATIC SITE PLAN VAIL COLORADO oES � � NW° ORKSHOP � 953 S. FRONTAGE ROAD W. SUITE 102 VAII., CO S1657 PHONC: 970�76-840R FACSIMILE: 9701376-8409 NOvEMBER 17, 1999 NoRTH o 10' 20� ao � � � � � U Nv � � � N � o0 � � � � � � � vv � v � � � � � Q � Q � � � � � L U . ` Q . � cn a� � � � N Y N O Q m � O � O � �o _ �' � � m 'p � o 0 C � � N O � Y pp C � -�p c0 N � U @ M � a a� o xc _ _ _ _ - � �j U m Y — —_ � U C � = O N � Cn ° > am` __ _. _ - - � -- ! - - � � W � , _ _ � �_ .�„ � i � � � ���'_",. _ � -- , _ � . _ . . . . _ _ � , � - - � _ � -- _ r . � � _ _ _ � '�`� � ��. �, _ . _ _�\ ! , - - ,,.:: J�- - ' \ -- _ � i -- - ° — �- _ - ---- — —._ . - 1 • � --� � 1" � � � � ' � ' �' ' � � � � � , . , � . . _ ._ _ - - , � � , � i - - - ( � � j � � ; +-- _-- _- . _--- _ _- __ _ . . _ _ -.- - _ _ � _ I � � . _ _ -- - _ - --- - - . _ _ __ _ . . _ � ;' - - ; , �� �������; -�- � - -��-T� _- ���v�1� � r� - - _ _._ .____ .�_- - -__ , � � , , � , __.___ _ � �� , � o � �. . . . . . . �, `� . . � .. . . � . ,.�it^' � � , _ . ..3: _ : . . . , . ._� Z J - LL. O = 0 ~ Q ti � � J � O m U JC.� J QaQ ___ ____ � � � __ _ ______________ _ __ __ . °° ,� o � o - � _- J _ V �. Z _ ; � � � , � . ' � _ , _ �� . . �' , [ � � , ' � � QO ' � ; P II � ------ -- . , � , � i , y � i _ � � H , � , � , � � � � , , __ _ __ i N � � t _ _. __ _—.- — � � ,�. _,_ I ____.... +.r- ____ __. __--- -_,_. ---- —�- --- — --- . -- -- � � � — ` ' � � ( ` . � i � � � � - - --- ---- - - -- -- - --_ - -- --- - -- -- - - -- -- -`-�- - . � i -�-- ___�- — ._-- �—'�'" --- - -- -- — --- .� _ � ^-- - - - 1 , Jr / ��� `,�y\ i � ' � � � T �� G�O �I `�� '4�'i�--�i�/�( � �I'� ____- ___ �'`�` �'/' � � �' - 1 � i ° ° ---- ----- ' lt� � __ -- - � ,� , t A2 , � - � . ,t ;� � � � � , � � . �- �. y , , ' `' m` � ,.0 t , . �u� , y� , n � . . . .. , ' . . . . . ' .. " . . 1 •�I 1 �:4. ��.'t� : +� _.(�.�;_ . . . . . ' . ' ' . � .. . . . , � T�i� .r Y � . .. � " . ' . . r � � � U ° v v`�i � � c� r� o 0 co cD r� t� �_.. . . � r� r� � � . . . _ . __ . _ —_._ w, R �n . f--T-' . . _ . . . _ . _ .. _ , . ..__ .- . . . . . . - . .. . . _ . . .__ . . . _ _ .. . .— _ _ �.`---� - - . ._ . ._ .. . - � _ - .. - - - ___ .. � . .. - . . . . . . _ � - - �- - - - - � --. . _ _ . _ . . . . }, � � - . �. .. . _ . _� ft � � •+ I - -- � - � I ' - - ...�. _ . �� _ , _ _ 1 r �__��_,,�_.__ -�i �; _ . . , -.1 _ _ _ _ _ ____ _ ,, ,' ._ . _ _ , . _ �_ � ._. _ . � � � � � Q , ; _ � ___. �. �, LL �, � r _ �� � ' � � li ��"! v� V � �G.�. � ' ��FV � Gr�4l�I-� ' ; v� L i ' �"G�`'�''P�� � ' 'Z �1� � , y} n�., � , �: � � i k t � It 1 � � 'Y� �/ '�/U � I ' �/ i � � . , ��. r�. ,�i , , I , ; 2� i� ?t5 IA' �� G�'� �� �'%� � 2� 201� � Q , � � - • r ! tk I � � ' ' � : �,.{ ' � �,} _I�-�:_:.—:� i i „�_. �� � � ' .n-�.�-:_ -� � � �L.__�. i , I � � _i�_- „""°��� i , �---�►--.�._ „ cn a°'i v , .' --��-�... . ,,,�.ii�_�_ _ _._�- ' �.� - ,�r�f . _ t � _ 3 � � -- • �-��� -- —�i . � _, :.....__ _ --�. �.J! �-=--_ '._';-���.�,,..e�' �"'�. � - - ~ �"' • ' ' _�'•� '' .:�s .. / t " �-�^�. � -.-. ,�...... •_ � — �� -. . __, . . '.._.S-:-.'s � 'A-c-ev v- _ .x . ' � . i �— � � � . 1 ; _ _ N �'�"' ' _ +---- "' ' Y � �jl � ��.� � � � � �-�,-tl __._ � � .,, � r '_ , i! �� , � �, � $ ' �`/—�` � ' I � a� ,�..."" - _ > r` � � —' ` . s t , � � t.—' t s �t 1#f �- �_ _r,�,.� 1 � ,! , � � I . (.- - 'n o 0 -- - - k p co , __.�.. .. . _ . . � � ' . � . . _ _ �.�: � , ._.__ ..__'_�j �_ ^ Y'-�-___ "� I . � ' ! Y# ( P _ . _ ' . _ ._ 'r � :�.,� � AI 1 � . � � N O , ) �� i .. . ' +' . . � p� ! . 'I H I 7� r ��T �� _ .a � f.� � � � '.'FL � .��� " I � i � C� � � � � _ � �, �� � ,f - � �., ;1 . � , i � ! H! �: /� � � ' ..�. � � ` , ; � - / � � -r- � ►-. _ : . - � � � ao aS . - -_ . .�. ' . .�� -!t-f �rl -(� � �!� - � � , ` r- f� ;}}� �..�a �� Ii �fr� � - - -- � - � �� ,�? ,_'y�-. a . .,.....,��1 ; .l- . E+ �• �j � i F� �i 1 � '� ...��� O m c�i . _ . '' � 1 � t � l � � : �1 (�= � r�.! � � �- - � " . � �� �� �,' 1 L+� � 1� f 1� 1 ;'�`' '�,'�'� _ f', �� � : l� ' �/1 � - . "l _ � y p x � ---- _ i: � � i , i � � �1 k 1 --•_ {� � f � +-- - ♦ 4 �. ' - _ i 1 , , , t Y . , r � o o � � � 1 ' � � ' ' 1' �V �• � � 1 — � � ` :. .! (' �' � . li � I � I � � � � � i 1..• t� .� I • ' ' 3 U'� U mY , k .. a _ 1 ! 1_1�..4 1 ._ _ _ 6 _ - - . - " - l.� - - - - -- ' � _ � , _..-;— . � --- � , __ � _ + � ' : : , r . � . – � c � � - ._ �_� . . �1 t t,,�4 t� , --� � r \ � �`'�_ -}, ; , �/`f y; � r) �� ; r , ,�,�1 � � - - -� � Y T, ' °c � o � , � _. �� ` (� � f() -.. f•t � � .r� '�- -' � 11� � I '�......�, � '�� r\ � - --_ �� " - --+� .�i `?1 ; j', { - f-�-f��,` i h :- n: , � i � - r ` � r i -- e . P '�.� � �N � d CO I. ��..] t }.� IY�.tf( � / 1� � ( 1 - __�-� F� � S-�K .� �� �� j� .,lN � I �% � � �Q� �1� \ � _ _" _ ,F--' _ _ �_ l �,_ � J ' . . f �. � � • . � . -'.: . �y� Y �r , � i !�� , fi � J ~ y � \ .. t� .V�� .L-- -_ . _ ._ .. .- - t�'-.. _._.._ I . . � �. . d.r._ . . ..n.,.� :._. i'�--?. {�x�...�: _ . � `f., ���:.�i '-�^._ i . . _. � .,� y�_� ,�k_y-__ r. - : , , ' __ � � . � ' . _^ ' '- � _, . - -. . _. . . .- '- � ' - - � '— r ...r .. _ _-. -.._ , - . .. . . ...- . ..�.�t - - _ ._ . . �- : : _ _ _ . . r . _ � _ _ _ . �� , - . . __ �_ _ _ — �- , e► � t � - .- � � — --� � - . - : Tr �i._ . . � �..--------.� � �.� , . ., �, . . , � , ►t� ; �--� j ; j, � 1 r_ r � ._- : - - - ,- . j� � • 1 � i ��' - � ' � 1 I ,� N._ ♦ ,` .. 1 I 1 � 1 ' . _ � 1 : . . . f l�l � 1 L � �1� . , /]►-� tl . I i I I 'Y h � � � ri�.v .� � v/TSrirj . . , . . . . �.•^ � i i �� � � ' � i . _ : '� �---- _-;_..1 i 'i - f_-_'� � . r J r- '' � ; , y-�,q,, � . «, � ; � 1�Grr� r��� �=�. t-+� t , -: °�� , � W �ll�-1'f'�S � ' G�- n �,y�1 �-�t{ ; ; M � �� ; , } ` ��- _ '�� r+INr f �__� '' : ; � " y 5C ' - ' ' r ' ' ' �-: - —�r �--- - . . : � N -� W�°r � � �U ! f'. � _: � - - - � i� � � i , � _ � "'' , i _ ' ` �- ; _ ___ ._ �_ �. - 1 —' ♦ I � , p r . / � • �� � i . � . , ; , a � j � /�i� 'i i ' /�r �� i r � � . �'i ' ' "' ✓ � �� H�'-r. . 1 � � ' ' I � I . . 1 � r , ; . , � . , , ; -�_ ;; ��� � , ! ' ; ' ; 1 � � _ � , _ _ . �,.___�_ . . - - ___ �� '1,� � i � �-- � - _ _ . _ � , � i i ; ; , : � - : � � � � : j r - ., . ( . 1 i 1 � � �� � �,'p�- . � � I � ; . , , ��- � i '�� � �' � - t I ` . - � � �' � , . � � �St,F�( � �-Ni. , T . ._..�� .. _ ...- '� � � ��z��...V� -_ � ' � - -� ; 1� 1 , 1.. {..� �` 1 �. 1--. � i- ._._ .. . . _ . _ . ...�._._.. __ 1 I � � J - . . _ _-�_J �- - _ . .1 --"-v �.` } _ �-�.� � �1 1 _- :� , �, 'h . � � ' _-7 �..� . ti .f..,r.���.-�� '_ _---` �,.... �.._. _. -....�-��....._----«�1 �� `_" . _. _. _ ' � � ._ , �. .. __��� �` _ . ->,ac� _.o�.»-. . _ -cQ y__y�� � �; � .� � • � . 1 , '� 1-- __ _ __.�;- , I � .� �..._�, .j ,�.�,,, ; ; � , ► �--_,� � � � -- - _._ �__ .. __ _ , �.. _ .... - -- — _--._ _ _ __ _ � _�.+, t• . . -. ' • � I�OI�I ��- L �� � I� � 4 4 � � �, ' '�-Y � �`,� � I� � � � � , { Ip ' ' - ` Z � � - • A, 0 > Ls � � tl � , ; , � _ ,, , �,s �aeYsr:�. . � �, � � , � � � �, . . . . . _ - . . . _ . � � O ; � . �� �+ �� � , � E�� -� ,^ , � �' . Y� ' = 0 ; � u � �r.�r� --�, � ~ Q . , � ~ � .__ __ _ _ r ___ - -- - - 1_- - -- _ -, . r---.-- -- - � � '; � ' � ! � �'� � ' O ' ' J- ---- - --_ _ _,� � � � �. _. —. ____ _.. --_ --_. —. — — —� — - —� ._.. ' - _ . -_h ;r"" ' . �-r .� � , . � ,� � � „fi. _ _ . _ . , ,, _ .. . ,, _ ,. ; : . ;� � � �"'""' . �� ' m � - -�- - ? , -, �� � , ��� �� , - , , � � , ^,�, l � ' ; � � � � � - �] � � � � � � " ,�� � t k b t �� � l V t., , _ , � � I_ ' " ; � � � I - - . �---: � ' ` �'! � ' ' � � � ' � � : i + � , � t _` , � � ( �--- I � � � yr-� . � i._ : , , . _ ; • �r�. i2 � �:._ � ��. � � W.tr��Mr�y'1N� i , t f � � I , �, '� i�--�- p , � , � _� , _ . . -- - - L��� � � :_��_� � '� , � , �++i � � `, J C.� J � + � � � . . _a _ . ; � '�� ,, � � ' r ���`� — Q — ��- j__ , ,. � .r----- ----- — � _ . -' � +f-- `, } � � . �• �__ i � (/ ( 2 �— _ i�-- � . . _� 1� ... -! sr � t—� -. _ . s .,. . . . l I � �� ��� 0 1� �—.- � .� �p...,�..��K_.] � ' , 1 � � � � / � I � / i � 1� - -�� � � . , . . � � � ` / � � . . _ . . - ,_ J ' . . \ �-^--'.... l.-_��' � � �._ � - . _ _ _ ._ . � . . . . . . _. __ . _..�-L yA � . - --- '_____, � - -- r � eE==T--- r" �� �-� ��-�j � � .T _ __ .. ., � ' ' .. . LL 1 � � � ` �� ' - � ]:-U +�-�-� � � '� ; � � � . -- - — ,!�' ; , , � � �, � " . ,- � � . �.� i � � � ( r- ,- ' _ �J � O O f, i , .y� _ � t - ' I . ' - , , I .�, i d I�' . � � � . -- ._` - f-- � ! � �� J �j�' Y � �1 �� � I �� � � I 2 I � � � � RVr t �� �� --' '4 � F�� ! � i � { � I A ��-���-' �1-r:-�-1 �l� •_r-'T'-"' i� 3 1 ' ..:�__ . _ � •Y •- Z `J, / � �� � � �?i �.� Q ^ r G CQ �__ � � � � �Z r `t ' � r ` : � , �._ . , � i .._. _ ` ... _. � __ L�F , ' _ . - ,, �I� , " 2�� ,�,1� �, ' -- - `' ��-------�1-' j � � r ' � , _� � _. � - . � � _ . -. V I �, 0 , �_ � G __� � � ' .�'� . '_ _ ' _ . '_ _ ._' __.�''F . �/ 1 � � : .. . 1 ! . � �----•+�"y�-_. . � � . � � -� � G . 12 ,�,s, � ; �q ; �` ; •�`�' Gt�f.4�1, . : �, +^-- "7�S}*'�_�' : � : _ � 1 / «1c� L - � 1�� , � � � � � O o/ /I � f `^ y�.��., ♦ � "ryL,�-��I �'r� � �1.�.�+�- - . I i � I ����' �` /C �/� �2 L/ ' ' v I I �� ' ��?, . �y'�'"-'�fi - t -�""1 r- . �, Y�/Tr {�`�' . . jy.+ �^./F'G'r'. � � r �•� 1 �, { I I ( ' . _ . � . . .' y. � . . , 1 ' i � i . � ; . . .i � }'Yt 1 ♦ : � ..�.1- � . .. . - . . � . - � a � ,. # y �-- '1� ' nL'�--t -i".S� ' 1/ � r � i J . �y # .��p ( �:� ^�.".T�':' ! ' � � �' � � . � � � � � ' �' '� � � � � � ' � , ` � / �-'i° i�er�; � , . ; . ' ; � ; � � � ' �� � �r _ .� I -� � � G ..y� ' �'.- '�� � fi-�l . _� _' _ ._, N rn �' �v ; i'y M��IN�i M �G� I'i ` ' � d�t>} � , � �� , � � � �� r ;, C� � � � �` o' i � ! _ . . _ _ . . . � - - - : -- , ' � � � � .r � ' � � � . , � , � , �- i _" � i� lf ' � /fi � ' i �-. p� uy, ,y4''' .. ,..p� � j ; � � � � � ' � r u `. ' � f� � � '• � �PV� � , } � r � . ` � !. � - - `�;�—� �� � ' ; ; � � � I � _.._. .—. — � � 1 � ' i � . + ' � ' � � � ` �,L � I� • - . _ _ � ��._ = . , - � � f ; ; ��, � r z � � {--- � t . , j � . ° o �, � � � ' l � � {� .� � _ _ '����� � _ , . � � � � �` .. . - .. _ . _ -.,�_ .��.�._ . . ._. ._ .. _ .4 __..':: . � • � . . . _ . . _ . . . � .. . . • . " r �.--� r� ' .. . . ..� � _ '_ � � � ' @ _. _.. .' .' � �fiE� � � �' �; p �' � - I-� �� Lri� �! � I ---- -NGV l 199� q 1 �� p��� ' � i o �-' � � � � � � � F Y �g,"'' ., ' � . . � . . _ . ' II ' � V I �r� ll �'' f�'� f]'� �Syr +y" ,, � � �\_ - .� .CiY' . . � � � C �= k � �, r � � . . , s9 -�� , 2 ��yy��, t I t � 'V Ma ,y,� i� �dt � � . � ' . � J l y . � r t . R '�. , s �1�4�� M� :7�µ�.��� .J' Fe li"7���� r� � '. ' { + " � t _ � � ..� r_� � .. , . . � . � , _ .i7� � N � � � i a N I� O O � � � � � � v �i � � � � � � � 1 A� Y,ILLEY �� V ` �AA/ -` -- " � Q • � �I - C "' N � �G � � �� � E F � O �° o - -{ - qO � B ) � "" Q O � _ � � .v J > � m _�A _ ~ I ; I 'p �� � o 0 , I � I i C � � No � � co � U _ 9' 9" � i li I � C m .D ao m � � O m m / �� � � -° X `c . � -- Ji' BIX 7S 1f1RV - - I- - - - 3 (j U m � / , 1£RT. fIN L � 5�1 C'1 I R U S S I I _ I _ 5�11 LY IRUSS _ - --� _ _ 5�11-LY - - - - _ C o �� O N - � - - - - - - - - I , � i h ----- v. _ _ _ ._ � � � (n c� > n: m {� � I c' '� i �, � I SI ry sa X r2 aut,ui :; , _ / � � - - — —� � muss a�avo � , , \ � _ � � � � � � s e�z� a sa�z� a rnuss h � .s s�2� a s �2� a � � � O � � ea �s - _ �. H � � � � s �z� a rnass h � i ; � , - , _ . -- � - P � o � I � `� � ,� � I � � � � � z � I � / ' � � � � � a �� y�� � � i j � - — \ ry � � � � � � ` r " � '�` � ' � � � O� I � � W � � < o ak - - — � N � , �, 1 ' _ '� O � • ? � a . a il I � w � I I � • �� � R/OLi� L/NE � � �� s�2� a s a�z� c�. � - f � ' '" ,mo � < ' > — �� �au � _ m a ,_ : -, I I h � ------ — - - a o _ j �ra� afav � N �� .-' � W � � �� ! I � � �\ � � � � � � � I , - � � - -- -- � o � �, � � � � � $AG�LE QY IIF FQ4 I - -_ _ _ _ u� � �\ ' h / ,� v� h I S� i GYULAMBEARINC � � _. — -- — — — Sar11l,� 1RUSS _ � - - --- - - 5sr21 !X ------ - -- O O 1 — -- - 5 erll G'[. _ 5�27 GY 1RUSS 5 er1J !X __ m ' 2 SEC TION � 34 �,_ � '— O 2 � j � � f .-� _ - - - � S S I I .� .�cnav 2 t s+ s� �. /1 i I _� s j I I o o �, o s a x2� ' a � � � I �s �s � �s � A � � � � � � � � N h � RIOC.E � ., m �, �, �, � I � I I �S � � � � � I � h � � Z I� � 'I N h . . � I � � � � ., I . . I m . . � _ - - — — - - , I � � I . . / � � 5�2/ Q - 5�21 Gr , , s er2� a rnuss __r__-- - I - 3 ss��� a s ��� a �rss � � � � - I� - --- — / i t � -o- -�—� Z \, I _ — — � � / �\ � � j , � � � � `�' I / ��ti���S �` � �o � � � I - - SB X 6 ' ' � / y�=`� I �� h � �� � I i � � " IRUSS t�fRT. I - - - - � G � � 7yp��,� � • • � / � ry � - � � I -- 5 �11 CY 'I NE -- - i R101i� U "1""'" . -- � I i -�— -- 5 e x !? LYUA/AN i ° � ----- � R101,2� BEAA/ O ,, (z) � i �ac I �, � �rrss a�cwvs - � � � �a�ai�� I • � � t h� '�� '�� � � `\� � � � � � � '������1 ��\ � � � �� � � � � i � � � �, � � $ ����\ ��M ' NATCN /NDICAlES � � �'�� � '� � � � � `,�� h ��1�y�' �� 06FRFRAA/E, TYP �" I �' �I ' � J�8 �F ! 1�1" J ti � � � i ! �e" e .A�AT - � ,r-� ,_ I , ' � � o i � � . , I h l / i h � � �/z �- se �� auc,a,v � � /�►� \ � I � � I - ` � � �au s�z� a muss s �zi a rnuss s'a�z� a � O � - � � - - -- � ; � :� � O O - � - - a - - - - - ` I , � I � I ! �+,, � ty � � �► I � � '� °' N h � I .� ,� I O �, I � � I � � � � y I I � � I � � I s e�2� a mmriss s sr2i a nPUSS - -- -- - - - 4. 5 �" � 4 5 � - - f_ _�, - -- - � - - - -�- - - - -1 _ - -I J C.� J 3 3 „ , 4 3 "_ '_ i � � — — S E C T I O N 4 — 1 O � S E C T I O N �T 4 — 1 O S 4 o I . � i Q Q ; r�r �a�ruvc P,en�� + � I � � � � I ROW LJ� BLOC%'�NG XXX=X ^ I M �-�- _— - - - -- - - P.w�zs - f } - -- - - - - - - - - - - - - - - _ : 5 � — - - - - = W ,5 - - - - - - - - - - - - - - - - - - - - - - - - - �J � — (2��ce eox ' = O � � " ,vacs I �- � - - ,er,r'x � Z D E F C � � ..h ( 11 O O � O � O O � � � � T 1 — - --+ • 1 r � O �o � -- — • I XXX�X _ � � � XXX�X "� ` - — - -- - - - , '"� - - - . I 5 e" BEI�fZED LY!/LAAI - Ji" PL YMt7LYl G7/.S�T � EACN .S�DE w 6 NMLS i � ---- � L- Se" !,�'l£LED lXULAA/ RIOL� B£AAl /� J� � . � �� �o � snr�s Q ROOF FRAMING PLAN � I Y (4f1x6PoST - - , .S�DE� "si" x5" x !8' �,wNOen+ a"=1 "-0 m - w � / BGY 7S � AT R/DL� �AAI � PRONOf 1' P[ YMOLl� ,� S�Y/A/ BEINfEN GZULAM rn i rn "' � l3AIE � c%� � � N -�-� j I' .N- m Z � o DESIGN D _EVELOPMENT DRAW__INGS o I o � 12 - 23 - 99 � ISSUED FOR COORDINATION ONI.Y ° SEC TION � '�4 "= 1 '— O NOT TO BE USED FOR N SEC TION S4 `�4 "= 1 '— O �� CONSTRUCT/ON S 4 � � � � m N � -- - _ - .. 4'�i.ah{.. @iA1�[�OAr-J,i''. 4�� ' dJ_�Y�. . . 1 � � . s� . , - . . . . � � . : .. . . . . . � . . . . l_� �. . 0 . . � � . . . _ � . . . . . � � . . . _i : -w-��w . _ . . � _ . . . � , . . . w � _ . . r . . .. . . . - . . . . . _ .. . _ . _ .-. . . . . . . . . .. . _ . . r ' _ . _ .._ - - . . --z .�-.�-�-�+�r�i.--��+ , � � , . - . . . . .. . . . .. . �. .. . _ , . . �� .. . . _ . . . . . . . � . ,. . . . . . . � _ . . .. . . . . . . . . . . . . (j '" � � � orn ULSIGN I_UAU3_ UBI� , 1y94 Edition, ex�ept a� m, Lnl � � � Roofs: Snow R' ! r-, ' � � � Q � Floors� Orfice s�J p���� t c�o cna n� � Parlitions in Offices 2U ��� t ,� � �7' Corridors & Public Spaces 100 ��� , i U o O � S(orage Areas 125 p�.t � O�i � O�i LL Wind: Velocity 90 mph, EKposure C L Seismic: Zorie 1 A B C Cl 0 Ol E F � � FOUNDATION DECIGtv : - - - - — - -- - - - - 110=6� ---- -- - -- - -- -- - -- � a � fn N II '-O" 11�6� TI"-6" - - - - --- �=6� - - - - -- - -- » - �, - - .� � N - - - - - -- lJ=g• - - -- JO'3" 10'.i' 11'9" 3� Q rnao �� 11 =0' 2Z'0' _ 12'0' 1! '0' Y � 3, - -- _ ,!' J' ,T- O � o - ; � v REINFORCED CONCRETE _ ,> � op � Design is based on °Building Code Requirements for Reinforced Concrete"( ACI 318- 89). Conr,rele wr�rk shall � C p � N 0 conform to °Speci(icalions for Structurol Concrele for Buildings" ( ACI 301 - 89 ) �q//,� �c ep � V Struclural concrete shall have the following minimum 28- day compressive strengths: „ � y O ^ (oqtings 3.000 psi, INGUCAIfS CCKUA/N 8/ � I 0 �j � � ,0 slem woUs 3,000 psi, qgp{�' - --- - _, ,� .SLG°£ TGI� 'p � o x 'c slabs on qrade, elevated slabs 3, 500 psi, j ry P'� P' P/ p� Wq� . p O O e Detailing, labricotion, and placement of reinforcing sleel shall be in accordonce with the Manual of Standurd - --- � � � � !' � Q C9 U m � Praclire for Delailinq Reinforced Concrete Structures (ACI 315- 8�. Welded wire (abric shall conform to ASTM � � /N D/C A I F S C C C U,Y N � � � � C � �� O N A82 Reinforciny bors shu�l conform to ASTM A615, and sholl be Grode 60, ezcepl ( ies a bars shown to be field- bFnt , � L�ELOIY� -_ P, - 0 � ° � � N � �- m `n ' P,,' P / which sholl be Grode 40. Bars to be welded shail conform to ASTM 706 At ,plices, lo p bars 36 diameters. At corne� :, %� 8 i� � • h I an� intersections, make horizontol bars continuous or provide matching corner bars. Around openings in walls and / � � - - - ' - - - - — — 'ti � - - - - - - - - - - - - - - - - - - _ _ - - - - - - - - - - - slabs, provide 2 - a5, eztending 2' -D beyond edqe of �pening. In continuous members, splice top bars ot mid- span and P� ,� p T ��� � p 1 � splice bottom bars over supports. Provide inlermittent shear keys at n�l consfruction joinis and elsewhere ns shown nr, � � : � �� • � I / � khe drawinga Ezcepl as noted on the drawings, c�oncrete proteciion (or reinforcemen ( in cast - In - ploce concrete shau � � i �, '� P' '�r- � � FAC£ LI� WALL — �� � � � be as (ollows: o � - - - - - - � BEZOIY � � 1\ �� � � � a. Casl agoi�st and permonently ezposed to earth 3" ti I \ G o '^ �� ., w < f 6. Exposed to eorth or weather. z � - il � .', o � ° � " ; r: �6 thruugh �/18 bars � _ ° � ' K o ° < up �j5 bor, W31 or D31 wire, and smaller 1 - 1 /2': o I . ' �, � ' z = � � � ° z c Nct exposed ta weather or in contacl with qround ti � � � _ ___ _ � o J, Q � o w `- a Slabs, wolls, joists: `�' � �+ �i ry ' y > „ � � ; > �/11 bar and smaller 3/4° -� _ mo �_ d � Beams, columns: - - - — Primary reinforcement 1 - 1 /2" 1, � N1G�X�,� 1H/G%' — - � Stirrups, ties, spirals 1 - 1 /2" %-� i /SCYSIEDFGbI/NC . Fibremesh admixture shall be 1D0% virgin polyprop�ene, (ibrillated fibers as manu(nctured by Fibremesh Co. per ASTM i i P; P; P� C- 1116 type 111 4 . 1 , 3 anA ASTM C- 1 � 16 perfamunce level one, 1 5 Ibs per cubic yan� of concrete Anch�r bolL fo� "� / � beam and column bearing plates shall be placed with setting templales. ty7,e II cement shall be used for nll conr.� ete � - - - -- -_ 7 in contart, with on - sile soils, All concrete work is subject to inspection by a qualified special inspector employed by the � owner in actordance wifh UBC Seciion 1701 . 5. L P/ �� STRUCiURAL STEEL � � Structurol steel shall be detailed, fabricated, and erected in occordanre with AISC Specificalions, 1989, and \ ' Code of Siondard Praciice, 1986. Shuctural steel rolled shopes shall conform to ASTM A577 Grade 50 per A�SC Technicol Bulletin 3. Plates ond angles shall conform to ASTM A36- Tube shapes shall r_onform to ASTM A50Q Grade � � p � � B, 46 ksi yield. Pipe shapes shall conform to ASTM A53 Grade B- Exr.epl us noted, framed beam connections shull .-� o � \ :'��� � . Ge Gearing- type with A325- N bolts, detailed in con (ormance with Part 4, Tubles II ond III, for 0.6 times lhe allow�ble ti i�, � _ �25-� ° I' uni(orm loads tabufoted in Parl 2 of the AISC Manual , 9th Edition . Instull bolts in accordance with AKC °Specification `� `� � N fo� Structural ,loints Using ASTM A325 or A490 Bolts°, 1985. Tigh � en Golts to 'snug llqht' condition. Anchor bolts cnuii � � r. onform to ASTM A36 - 84a. Bolt diameter sha�l be 3/4°. un�ess noted otherwise. Headed anrhor studs (H A S ) shali � be otloched to structurol steel with equipment upproved by the stud manufacturer accordinq to lhe stud manu (adurer's \ � �I recommendalion;, Welding shall be. done by a certified welder in occordance with AISC nnA AWS specifications cn�1 � � � �� � � recommendotions usinq E70- electrodes. Expansion bolts shall be "KWIK - 80LT", "RED HEAD", or approved wedqe � / ` `� ' type. Ezpansion anchors shall be "RAM DkILL", or approved sell- driilinq lyye. Chemical onchors shall be �� °j � �� �o Pj� � W 11x16 d0� � � � "PARABOND°, ��REUI- CHEM" or approved equol. Anchors shall be instolled in accordance with the manufocturer�s / r \ _ /� requirements. Grout beneath column base and beam bearing plates shall be approved non - metallic, non - shrink , p� e `j � - , - bagged mix with a minimum 28- clay compressive strength of 5, 000 psi. P P'� ;' �� �� `o , 4 "0 x f=0 x 1 '-0 � `O � � i � STEEL DECKWG: /SIXAIED FGV7ANG-- �pst�1J � Deek shall be manufoctured and erected oceordinq lo "Specificolions and Code o( Standard Practice�� o( the / � ' J Steel Deck Institute. Welding potlems, screw potterns, and dPtails shall be indicated on the supplier's shop drawings. � ���� + (!15"O) � � o / ,:% �. o � LIGHT GAGE STRUCTURAL STEEL FRAMING `�' \ ' �, O StuAs and joists 16 gaye and heavier shall confonn to ASTM A570, 50 ksi peld. 18 gage and lighler shall � conform to ASTM A611 , Grade C, 33 ksi yield. Su6contractor sholl �rovide bridging and blocking as required for stobihty i and stifiness of the final assembly wherever sheothing does not provide odequti� te brar, ing. Supplier ;hall desiyn �� � � � � � required lintels and heoders at openinqs where not specifically detail?tl f -�� � - 115_�p I �.S�Y�CE `� � � � P/ LOOSE LINiELS: 4 I ,\ I � � Unless noted o�herwise, provide loose lintels as follaws: (One angle lor ear. h �}" af wall Ih �ckncss tu bear 4 ° O - � � -- . 4 � minimum each end) � � � � Openinqs to 4' -0; Angle 3- 1 /2 x 3- 1 /2 x 1 /4 �' - 124 �B � � Openings 4 '- 1 to 5'- 4 Angle 5 x 3- 1 /2 x 1 /4 ( LLV) o � � � Openinqs 5' - 5 tc 6'- 8 Angle 6 z 3- t /2 x 5/� 6 ( LLV) � � � � O m - ISfxf C�UA/N _ -- - - � - -- � tK o /�/� SHOP DRAWINGS. � TO /TGY�' - ` - -. - -- -- _ i Construction Documents are copyrighted and sholl not be copied for use as erection plons or shop details � � ` - - \ All shop and err.ction drowings shall be checked �nd stomped by the General Contractor prior to submission for - --- -- - - — -- - - _-- -- - _._ - - - - - - - - 45 H � 4. 5 - _ Enqineer's review- Unchecked suGmittals will be returned without review. Fumish one ( 1 ) sepia and one ( 1 ) print ot P� P�� P �/ P/ •o � ,hop and erec6on drawinqs for reinforcing sleel, structurol slee�, steel joists, and steel der.k to 1he StrucWral Enq�neer � � � � for review prior lo (abrication , Submit in a timely manner to permit ten (10) working days for review by Structurol o `��+ E�gineec The General Controcior und his subcnntractors shall submit in writing any requesis to motlify U�e plons nr J � � 1 � � specifications. Shop drawings, submitted for review d� net a,rslitute "in writinq" unless spe� �h s�ugq ,led ��Y� anqes '� are dearly marked. In any evenl, such changes by means nf the shop drawinq suhmittal � r � �� s be� �rn �- thF respansibility of the one inifioting such change. ' � � � � - - - - - - -- - � O STRUCTURAL ERECTION AND BRAC�NG REOUIREMENi;: ;� � - - � � - - - � � � The structural drawings illus(rate the completed structure with elerne�nts in !heir final �.�oslti�ms, prnperly "� � supported and broced. These construction documents contain lypical and representative details to assist lhe cuntractor _ ���. � �� � � Details shown appty ot all similar conditions uniess otherwise indicaled. Although due diliqence has been applied (i� O make the drowings as complete as possible, not every detail is illustrated, nor is every exceplionol condition addressed. I All propnetory connections shall be installed in accordance with lhe monu (acturers recommendations. All work shall � be accomplished in o workmanlike manner and in accordance with fhe UBC and local codes and ordlnances. ,�' � The qeneral contractor is responsible for coordination o1 all work , including loyout ond dimension verificution. - � i � � materiols coordination, shop drawinq review, and the work of subcontractors. Any discrepancies or orrilssions '� »��� _ ��0� 22�0� 11=0� ?2�0� 11�0� �� � � discevered in the course uf the work shall be immedialely reported to the architect for resolution . Continualicn i,t wor4 )/ 'p' 99�6� without notification uf dlscrepancies relieves the urchitecl and engineer from all consequences. .� � � O Untess otherwise specificolly indicaied, the drawings do not describe methods of construction. The Contractor , in the proper sequence, shall provide proper shorinq and 6racing as moy be required during conslruct �on A B C � E f (', to achieve the final completed structure. The contractor, in the proper sequence, shull perform or sup?rvise all wort � � � necessary to achieve the final compleled structure, and to proteci ihe struclure, workmen, and nthers durinq construction Such work shall inelude, but not be limifed t�, brocinq, shorinq for construction equipment, shoring irn � /Np'CAIES NUM�R Q` i %x,J' HEAQEO excavation, formwork, scaffolding, suppart and bracing (or cranes and other eredion equipmenf. lemporory bra�: �nq ANplQP SIUOS �H.A.Sf UN/FGWMLY .S�'AC£0 UPPER LEI�EL FRAMING' PLAN ¢ shall remain in place unlil oll floors, wolls, roufs and any other supporting elemenls are in place. The orchitect am� ALGWGG1�7V1E�RUNEC� A/EAIBfR .SNOIM! i Y erigirieer bear no responsibility for the above items, and observotion visits to the site do not in any way indude �n �;�.r _ ti , n fX' INGYCAIESUPWi4R0CAA/BERATA//D- PuN NqtTH 8=1 �0 I of them . ,A°AN Q� GY71iW097F fZGlp4 BE'AM. � � � � Where periodic or conlinuous inspection is required 6y ihese documenls or by code or local ordinance, ihe TGl° Q� FLG�4 ,Sr.4BEZEYAAAV = 125=BUNL£SSNO1fD. (�'�—'r ���CTTO 6fRPF7CADpY � .., nwner shall employ an inspector certified in the particular orea oi concem. The inspecior sholl be responsibl�- to. anc� TGI° L4� CLWQPEIE WALL NOIED IHUS XXX'-X BYO�QY IFAAI� � �o report to, the architect und building department IYP1'CAL FZL1�4 L'G4YSlAUCDLW 0 4' NAflI/AL I{flQy7 CQ4GPE7f .SLAB C1V I S" � Lf T �ERS OF CONSTRUCTION COMPLIANCE x 20 CA. CGIIPOSJ'TE S1EEC G�GYi (1.5 KJ p� �D The General Con �ractor shall determine trom the local building officiol ot the tirne the building permit is M/11i PHO.SPh'AAZED TQ° ANO PA/NIED BOITQI/. � m oblained whelh er an y I e t l er s of c o n s t r ur t�u n c o m p l i a n c e w i l l b e r e q u e s f e d f r o m t h e S t r u c t u r a l E n g i n e e r. T h e C o n t r a c t o r � I �,j n, l N S T A L L G i�L W O I f R 1 N R E E G W N G W E .S P i 4 N S I a� shal� notifv the engineer obout all sueh reqwremeMs in writiny before lhe stort of c�nstruction One !fay advnnce notice (lEINFQ4CF ,SCAB INIH S�lEE75 L� 6x6-6x6W. lY.F � � N � e"i shall be iven wh?n re uestin site visils neces��ai � N ' a g� q g � y os Ihe bnsis for the r �mpllanr,e IeU�r NOI RLYCS � � G Z N `- � N � DESI_G_N DEVELOPMENT _ DRAWINGS o p n 12 - 23-99 � m ISSUED FOR COORDINATION ONLY tn � NOT TO BE USED FOR S � N CONSTRUCT/ON � • � N "I. . ' �' '�c . �. . . . .,- , , '. ., . . . . . o.. . _ . . .. . . . � - . h �( . ..i�t- . .. � . M ' n` .. S'- . . . . � . . � 4 .! '.- .. . . v - ' J � '� J . 'jL� Y� � ���V � l � ' ' i .�.!y"� r 'IS 1i � _ � _ i _ -''K . � 1 " �{•-V: 7i �;�a ♦ * � 7.-y��� . �. ; � . . .ir7 � �[! ' - . �:�• �. 1 : i5 . �'h� .. kc if 'Ki '�7. 'i� i _r '=y�! : � ' ' .1��` ' jr. . Y7 -. L�.r_.�fv `S"'!r' _ �l- , r � r � _ . . .r' : � S �,' F . 1 �j �i��- ' u" .j ' � - '' j"� '`.I�. . . . . . �l . � wb 1. �.�1�: . �V� � {���1 � � � r� � . ` r - i� r l -i ' ui � �. ;�. '�•r�r � � ! . • ,T% ��,�r a► ' ' � Fi: (�i. �.�� � . _ -. YF; �� � - r � - . ' � t � . � � . . . , '�' '.:.. � �. . . � °S. _ . �. `- . ;�?�F-L � e .. �it. q . . �_ �!',3R". �4r�7��r:�►�d. . V . y . pY� �:.' sa �' x; - - _ � F � i'� ' i `;�ed r f °� ' . r .I . .� . .. . �' . �C�F� i`.PNr:%4j�`� . - J . �L . ; f . •`r _. .. '_�+•� T.£ .'"h�i {5 _�`. ; ►F� ' � i .M1' � ,. JL_ _Yrr• . . . - - - --�� _� _ __ S�{C"- �i- _ _ , . . " �(,��T� �ru ,- " - . . � , '. . : ���:��'P ` 3-�i' ! �r� _ . . . . U N � � � a � � o0 � � � � � v �i U o o � � rn � rnLL L U ` Q A B C C> n Ol E F G � °' Y = � N Y y � !!0'6' �- rn m 1J'0' 22• • . B. �1• 9• 20 D" 34'J' f1 '0' > n � � - -- _ � � �° .` � � � 3� !!=0' 11" ' II=9' 70'-3" l0"J" !i=9' Z1=0" !!'0' "�' C � � N o J J' 3" J" .� � N � a�o ai � O V � r�i D Ii 3 o U m � (7 Y U 4 i C o � ON o ❑ (n cv > a: m ��2-6 -4'0 x f 0 x l =0 , ! � � p � � /ND/CAIES CIX UMN � G'R/D � % ' /SCCAIED L1�ANC � AB06£ - I - - � - " -- - _ _ -- - - - - - - - - - ` ( � �d,u � �rPrc�u ♦ — - - � �seX�X ;c �rarc,� � �ti o P= L�W�C71� i CGWN£CAQV - ' , in % % �/ Pi EXIERlQ4 CIXUA/N P ;� `J Q � - � CAP e NELDED i � ;;' v ;� . � GR/D T(I IS CGCUMN -- - - - - - -_-_- -- '.' - - --- - - - I a a IYI�/CAL BE'AA/ I�B SJ°Y/C£. IYI4x�0 (GYT SOf T0� - - - � o O \ �, 1 - - - -- - - -- - - -- - r \1 � � � � PA/R Q� STA�ARO GT/P CCC. e" E7Y0 REIU�PN� �� �� l lYT 4x14 �r�. 50J TO ° P � �� ' � �� ° �; � � ' o �, 16 � CQUA/N. ENO RE7URN , i / � � - "' � a - -�pt,a,v � avafsw . r earsa�r � • �• , , h � -- �- - , = 1 z � � � 1?/S'4 et G�NERAL NOIES � o I I J a � � � % E Q BEAA/ NEB TO Wl4x20 . '�tY BLY IS PER Sp/EDULE � I � `� m � ° ` � '�, � ��, �� L - . -ANO Ci�NERAL NOIFS '� � i � � I S�E PLAN �� � , I �� � � lr��' Q4 SrQ°L� � o • • � , i i , � FZOQ7 AT C.9RAGE - I �. � � . . i � , � I � � � - '� � � %� � i � � � � ' I � , � I � � � � , '" 11' IN/GYl x 24 ' MIOE _ �� /S(XAIFD FA7ANG -- � �-�MIG!` FLANI� B£M/.� � �, ,SEF PLAN FL14 97E N/L�E FCANC,E BEAAIS - �� � I I _ - 75 CG�(/A/N, S�E �� r � , AND ELEYAAAV .SEF PLAN FA4 S7Zf � � PLAN FCKi' .A7f 2 - - - -- O � I I AND ELEYAAQV '�' r�r�o sn�N£,v e � I I �s cau,�v w/ �• c,+P e. — I EAp� ,�p£ c� e�,i„y �e PUNGY CAP e W/ f HGYES FRAMEO BEAM CIaYNECAON SCHEDU�E I GL�IVIEXEO 04£R CCYUMN '" I I AND BEA�1/ IY/1 HQES _ -- -- - - FQ4 2- i% BCl IS -_ BI/. .A7E / ll� i% BQ IS �I/. .S�Zf / Gi� '�t% BCC 15 \ I � � � N8, IY/0 2 wJ'8 5 � � ���� � � WJ2, IY1�F 3 IYIJ 6 . o � � � � � � � � � � IYJ6 4 - - - -- �� -�--- --� � -�'� C �I � ,� o - � � \ �' , I � BCY 15 9Y.ILL BE AJ25-N AND /NS/ALLED f�R CiNERAL N�IES QV IH/S .S7/E£T a j �� � � � BEA M TO COL UMN CON/WEC T/ONS , , � I � TYP/CAL CONIINUOUS BEAM TO COL UMN CONNECJION gEAN TO CLYUMN CGWNECAQYS ARE 7YPlCAC CdYNECDqW� UNLESS NOIE7J `° � � � I � � (*) /NLYCAlES :S°EpAL IfEZDED CQYNECDQY' .SEE PLAN 9YEET S7 FAP LOG47IQYS o"�, ,`O�, �� I ;o '' Z w �2X,s ao> `° , I_/ � � � � � J SEC T/ON S2 '34 "= 1 '- O SEC T/ON Sz '34 "= 1 '- O � - - — - r,frc,� �,w � - - - � � � -- — - _ - - - .� , � � � i � � TYflCAL AT pXr7ERS - i% x J" H£ADED ANplq4 x 6"0 O 12" TL�° � SIUDS .� �N FQP (Y/ANAIY C1�NIERED Olf'R CYRDER.� GWi'D � �� , � CQVANUG'/S �l (A7G�5'J . , LGICAIE ME.S�! lN TQ° o ����� � � o � � TALY(£D R7 SIUDS � i C►� SL4B BY L14APlNG h � � � � SpL/T Ll�GY AT QWLIER t � I 1 =6 A/A.Y/A/UA/ � ONFR CLWDNUGi'/S /J `� �V ' �, � � � FQ4 H.A.S. PLACi'a/EN7 I �� I � AT EAQY BEAAI / � , � � • � „,. . a � �� ( , 1 I � .SEf PLAN � � � . • � O . � �� � ��� � r � -- - - - - - - - - i � � � � • ii . N i � ii � � O 4 -- - - � O � � �. �. � 3i% x J� HEADfD � `O - - -- - 4 � . � � �" CQI/Po.A'lf G�pr( ' ANQYQP S7UDS (HA.Sf ,�, �\ AS NOIfD QY PLAN V � � � _ ��a� - �FINe '�e � � .s� i2/sf Fc�v ea nNC i � � ;6 � � � ...� � ...� R E G I'/I R E,i/£N I S A T B E A A/ f L 1 4 �A U AN D GY R�R Q � lt7 QEAA/ CAYNECDpV - ' .S�ZES SE£ fYAN ° o � — — � � � � TYPICAL CG�I/POSl7E FZOrW dRDER TYP/CAL CGN/POS/IF FLOa4 BEAM I � � � I � SEC T/ON � 34 .,_ � '- O SEC T/O/V S� 34 "= 1 '- O s , - - - - - - _--_ - -_ - _ � � = O 0 � ' � ' J Z ,- aie� e s � � � ___ i ea � cavroECnavs I pq �[�pj{�' TO FACE p� WqLL RI/N A/£S�/ - CpYSIRUCAGW �K.l'NT TO � � � � r � c�ar ao.s� cavnaaars � a�r fxc+u e�au -3" �/ � O � 4 90ES IHRGY/Q'l �CYiVT , CENIFRU"NE BY 1 " 3� I . �. � � � 11'0" 12'0' 71"0' 21'0" 22'0' 11=0" , � . I7'-0� _ _ 99=6" - -- - -- -- - - - - - - - - - - - ¢ � i T� Y \ .SEE B/3'� -� � B C D L� F O tf� � ;' \ c_y� \ rn Q40SS C�Fxfx i �" � \ � I � L�xfx i Bf1N£fN BEAA/S �,Q�E PLAN � S1R1'P {-fRACAL L£G B£YGWD � INGYCAIFS NUNBER G3� '�i %xJ" HEADED ° AND �AR HQ4/ZGWTAL L£G ANCNQ4 SIUDS (H.A.SJ UN/FLIPA/LY SPACI�D `O QV 17�' Q` BEAA/ FZANC,E. =" A[ AYG L�iV1E4L/NE Q� A/EA/BER .AYONN. � ENTRY LEl/EL FRAM/NG PLAN ° ry fX" lNO1CAlES UPWi4R0 CAA/BER AT A//D- � c'� � 9°AN Q� CQI/PO.S/IF F10q4 �AM. � - � N a�u+ uokTM e - ! '0 � TG° G!� fZGYA4 .STAB ELEY.41/AW = lJ2=J0 UNLESS NOIED.• XX"X � { L �— (SUB.ECT TO b£R/ACAALW Z � �- TYP/CAL fILYa4 CLWS7RUC11QV TQ° LY CAYLWEIF IYNl NOlE7F 1HUS• XXX_X BY LL�SYQV IEAA/J � c�o I IYP/CAL M/SCELLANEGY/S fZDOR OPEN/NG TYPICAL .SLAB CGYVSIRUCAaV JO/NT 4' Ncm�A[ �ipvr cAVU4�� .�,ae cw � z' ,� D E S I G_N D E v E LO P M E N T D R A W I N GS � o ; x 20 GA. CLM/PO.S�IF S1EEL DEGK' �1.5 Kf ISSUED FORZC00RD NATION ONLY HIIH R'IOSPFIAAIED TQ° ANO PA/NIE7J BOl7Qll N SEC T/ON � `34 "= 1 '— O SEC T/O/V 2 `34 "= 1 '— O iNSr.v� c�ar a� n,� av ,vcw� .s�avs NOT TO BE USED FOR m �� ' c� NOT RIXLS � �� �� � 6.rd'-6,r6 W. IYF CONSTRUCT/ON S 2 � m N t . . . , . . _. . . _ . .., .�... ..� . . . � � - - ' - '- - - .. . . . . . . -' -. . . , . . . . -" - " . " ' . - . . . _ .. . _. _ . _ . � . . . . . ' _ . . ... _ _ . . ' _" - - � - - . -� .. . . . . . , � . . . . . . . _ . . . . . . . � - r , � . . y..._ . , . ... . � �. ._. . . '-� ` .. . . - _ . _ -- '' � - . , . . _ . _ . _ . u _ � . _ . _ �rs . .. . . . . . ._ . . - . . . . _ ._ . . . . . . . .. . . .. : . . . . . . . . . .. ., . . . -� . . . . . . . . . . .� . . .. . . .. . , . , . �z.r - - i' s• . , , U N � � � a N � o0 � � � � � � � � � � � � � � � �, � �, � s U ` Q • d C � � � N Y � g a rn � � � ( L' J C7 D Ol n Q Q > r� � m J �/ '� 'n � ~ � 1 1 0=6" ' C � � N O - - - - - --- - - (p U � - - - - - - - - - -- - --- - ---- - - - Y � � 11 =0" - 1 --- -- -- 21-6�- ��-9 - - - ZO 0' ���� !1"-0"- - C m -�p a�o ai � � � � 3 11=0' - - 11'0' 11 -9" �, !0=J" JO=,f--- /1=9" 11=0" !1'0' 3� � y o x c J� — - 3, - 3� 3. ,�' � � U m ,x I � - U C '- = O " Cn c°� > am i � — -- 1 / 1 � I - — - M - i — - - - _- - - - - - _- --- � � � � V Nv � � � N � o0 � � � � � � � � � U o X o X w � � � � L U � Q . � � yv � N Y � o d rn � O � o � � � � � o `o C � �- N O � � U � � � � � O V � c�i � 0 � U mU C r- - O m Cn ° > a m` O 4.5 4 3 .2 C� 2 ) �51 ( i ) �� ) ` .� ) �� �� u ;.�•.� _,; - j � I :�, �� � i u , , _ ; .�. i -- , I GOAGHES' I , � RAGE LOGKERS I ; I � I UP°FR LEVE:_ - -- -- - �-r i _ _ _-� T- - -- �--- -�- - -z - - . _ __ I _ _ t, - «4 _4 , ; i Z I LOGKERS-6 TRAINING SUZY I � ; I � i � � I I I I I � j i I EN'RY LCVFL � , I � � , -- - f - � � -_- ?- - -r - --� --- - � - _ � � � -� � �, _-_r-- r�-� _ - _ . , ----rt-- - - � � � = Q , 5�� ��� � � a � LOGKERS-2 I f AND VrAX � � �� I GOM � � � � I i � � � I � ����� � � I �OWER � E�4��_ - �, o, y, . _ � �, � � � - � � J � O m U F- � UILI� ING S � GTION GG J V J SGALE : I /8 " = I ' -p " � � � � � � � � 0 � O J Z U ~ � _ � � Q 0 0 � � F- 0 0 N � (V � t.C) O I -- N O � � O � � � T � O � °' N � v 11 I p � I N Z � ` o � 0 rn � � � i m � � � U Y (n i ° 4 . 2 � � � ,: . _ . _ . . . �. _ . , . . . . . . � � . . . � - 'y . _ , . w . _. . , . . . - - - - _ , . - _ _ . . . . _ , . .. . _ . ., _ _ - p -pp �k _ . . � .. . .!� .nr ' , r _ ' '7.�� ° .' . ir r'. `r .��' •ySwa.. Y � �y � t �a,. ., . �. . �'C' . .Tlr'. �?' �'!k `) G Yo�i; . ' +,. _ _�w. t�@�, �wq�,. .� F', _ ����� f� .� � X � .�'?� ' �F�. � � ' '� ��. � f p� �. !' � d n�,r - s . � 4�i 2� n' \3� _ �' . .?F. y`� 1 .. .�. 4� i Y�Vr �9 :Y . �. . ._ t-I A � _�-^"�;� 4:,�`�. � � - ,7k �+�1'i � �,.: • . . , :� ., ,a, "�+' L�' - � - �' � _ � , _. . . �. . � . �r'� '_- i!�z�! - 4: ��i° .!���� . . _ _ � • • -�+I��,y '��' �R"' '_•> .. Y� � . . _ . . . � r 1' ry�� . R i a �� . +; . � �' '> � . � '��_ . � . � . . � `t . � . . . � . .. . _� .. . . -, . . . , . . .. . . _ , . . ,: . . . . .: . . . . . _ � �� ` - - ,i�' �t� .. .ti _ � • '17HSi'aC�.�,�!!e:^AN�C�� C"��1/WC ,L-3`'. : ,IdWC���N.� � ' �' ��� � ~ �80�1��d: �'Z � { S .' . . . . _ rY" �: :' i'�'..��'('�i��1.�Ify.L�s112". � rT���$ � w:';�`7� �. dr _ln w . . . • t• ,. � . � _ . ��P�':�.�'.i�: . . u. � •, �<•te ,7fi �{'��.f�: '�',�1-� ' - . - - . . : _ . , _ . _ . _ _ . - �� '�'�'�r ��. .'_ r� t'�3!i�'''= . . . . . _ s� ,� _ _ . . . _, . �-� �� , � , . �. +� , , v��it* � . . wt. -_ �� U orn u�ic`� aN � � � Nt� OO � (n�0 C^D 1� h y.., V � � � � Q � Q � � � U ` Q . � � � N Y � v 0- o� °m � �° o � v '� � � o `o C � r- N O � � U m � � � � ai O V m r�i �o � p o o c � Ur U c� Y U � � � N (� N > a. m V - J � � � � � � � D � i G 1 E � A �, � i KI H LO�Y � GOAGHES' STAIR- I OB � � POLES STOR. UPPER l E;� l-L I I I I :,_ � .: , � � � Z GARAGE STORAGE- TRAINING STAIR- I � � I � � T EN7RY LEVEL � O 1 EL . = 211 '-b " � Q SiCI TEGH MEGH. � GOAGH-4 , WEIGHTS ! OA H-� ANI: Y,VAX EQUIP. STAIR- I � , , � � � � i LOWER ! C-VEL O « _ �q��-� �� � � O m U �- .. �3U I LD I NG S � GT I ON � � -� U -� SGALE : I /8 " = I '-O " Q � Q � � � m � u• = O � � � Z � � � 0 � Q � ° � ~ 0 N v 0 � v I � N O I � � � � � � � i � � a, O : a � � o � i U � O � V Z � � I � � lfl � m � Q J U H Y � 1 � Q O � 4 . 1 � � . - - :� e� i �� �r��' }a� ' R • �y' da � � 'i'h �i�js�:ayy,�.- ' L " 'r� t .nr .. . �� ��'. .w'��.�:....w.:r....- —_ _ _ a. �_� _ _ _ — —_ . . �_�..._ � °� YH.�;J l% - `Y t"' . i � '� � 1� - � ' �� �� � ���'��'�IIC�.3�� - - - - - - �Yl'A6�?r���� ��!- � - .'�� "��'��� s . �. ,A� . t_:. -�� � ^ . . :ta..�i���r'` 31�'vi "'��i�4�'�it4.lQ."�1ig'"�/i�: v.�.:l � 7 . �.;i � r'.��_ ,� ����.kC�' W'��.'-k ��-��'.'�'3 i�'�'�!'�4_"-�!� 4� , r.f.,� . _ ,,;; �, �>�,-� „ ,_ . „ . . . , . � , . . , ... . . , ,. _ . . . _ .. , . . , � . . , . . ��;�, .. �t� . �. . -� • - - ., . , . � . . , ., ._ , _ � , _ � -.... �. _ . . - . . � _ , , . . . . . n _ �,�. _. _ . _ . . . . — , , , ; . , . ... . :, _ . .,. . . . U N � � � a c� r� o 0 ca co � � N � v � �i M�J M.I � � � � � � /� � � � 4.5 ( 4 ) 3.2 O 1 2 ) 1 .5 ( I ) � O Q , , � � � �� . . � � I II � �I _ . . - _, I �i i C � N i : '..; � '�' � . � . . . . . � d' -(.; " . - r � - � ! -Y G) O ' Q. p� aD r y { _. . , . I y ,. . . . . . . _ . .. . _ . . . � . _ " '_ . — __ —I _ _ . ___ __ . _ . . . . . _ . . . � I � I = y R v . . . ' � � � I � � � I '� � 0 � N O � . . . . � I __ i . . I I I _ I � . � N � r,. V �� i -- - - � , � d � OD N . �.. � . � � . � . .. � �_ -�. _ . . � _ . �� I I � I i . C � � O V @ .. . � ' , .. °. , o �c ;�° � �I_- -J � , -v o 0 0 = �_ � - - 1 ',I p � c.) m � � I i C O a� Ii I Cn N > am I � ,tiUPPER LEVEL �� I � � � ��UP� � PEK L_t VFL__ - - — EL -� - 224 '-4 " - - - pFl . 224r_ 4 ., �. _ � i I � . , , � , ��ENTKY LtVEI. �' EL-- 21I ' h " I ' . • � _ . . � � _ . . ; � � �, ' � � I I � . i � : � � � I � . . '. � � , LOINEK I_ L_- Vt I-- �1- - - - -� -- I_ I _ I -iFS ' fi " � � ST � L � V�� TIO �1 SGALE : I /8 " = I ' -p " � Z J LL. O "" � _ � A4J A4.1 � � � � 1 .5 O2 ( 3 ) 3 .2 ( 4 ) `� .5 ( 5 � � � u u �, � ' O J � ' ' m 0 + , , - � 1 i.� � . . . . � .. .- . - -._�;� ; . � � - K , . . • . � I �--- - . _ � . . . - _ , y ' . : . . . , . , - — . . _ . . . . i _ , . . . ---- - - - - .. _ _ . . . - . _ ._ _ . � F � � . . . . . . � � � , . � ; . . . • � - . I . - - � •► �� . � t� — ! � � J V J a . i � ^ , I �i ; . . , . • -- -- ' � � � II � I �- — - — �� Q Q i � - � > > , , � F- „ ,� UPPER LEVEL I UFFE�' I_EV_LL._ � EL . = 224'-4" � � _ _ � _ � �H_ - ' -,q ' - 4 " � � ,ti POLE STORA6E , � EL . = 223'-O,� ' i --_ --- � � O O J V � Z ' _ o� � ENTRY �_ �� EL. - 211 6 � Q O ti GRADE o � EL . = 209 '-O " � a � 0 0 c� u� m c ' LL� � I ' I , N � °o �LOWER LEVEL t ; ' - � � � EL . = 198'-8" _ _� - - _ _ - -_ - - � - - _ _ : :_{ : : .. - -_ I - - -- - -L _ _ _ _ - _ .-_ � _ _- _- :_ I � O � � I ! I i � v i � ' � � i rn � 3 o � Q J�� ST � � � �� T I O �l Z o � � ro SGALE : I /8 " = I ' - O " � ° , � �� � Y � I O rn � m E '. . . , .. . . . . . L.�k•� vi+:-:re.�..l.»c.•��: ' " ' � ' -� r.niiwwvb�Y.ir .,r"a�.aktti'�.� . : . .�� :o . .� _�: - � w� �.i:s. . r . � � a.a.�. _ �..1J[ a . . L"� s_�_� -�� ..- ' SL• f , - ' ..�.a.....� - .,y�� =„y�+l.�.�+-JMr-+.� �'�-.- _' " � b.r_ ' �� w . � � - �- - � .. +�� ' _ _ "_ _ " —__— ' — — =_ _ . -� . _ _ , _ — _ ' . . . . _ ' _ . . -�.- .. - - . _ . . � . . .��.ti, - .�. , ' .: � .�.. _. . ,�,� . . . . . . . � ., '..r.: . :. . � . .r ' �. . � . . �- � ; � . �r �. . �. . . . _ . . . . � � � � U N V � � a N f� O O (fl (O 1� f� � � � � � � � � � � � � —, � U U U � � U � � � CA�� Q �,s �,s ' , m I � °� v -- - . C � N Y � _ . Z � rn °co — O � o � � 2 � � � � C � � N � 0 � U � � � � ai _ J � � O U `�° Mp � a� o x � I OD OD � C � U O a�i ;�I i i � �N � d m - > , _ � �I I� 'f- .� � V . J E ! f f L - - - , -,— -- EI . . . 4 � � -- - — � I � — � — _ ___ I � I � I II � . FN � ��. Y � t- �I _ � . � 1 n [ � . .: II � C. � � iJWf K LF'�/EI _ S�' 1.-i__ -19Y} '� F3 �� NORT � � � � � � TIO �I SGALE : I /8 " = I ' -O " � Z J � O _ � U U U � U C� � U �G � �- M3 A�Z � O ' J �� � m � � U - ; , - - JC� J - iI � �� - - ' � ! ,, � , QaQ _ - o� > > APPER E E U L V L � FEL. = 224'-4„ � � � � O O J Z C.� � ,� r r�r� - �_ F �e� � � � � � =zn _ � , i � O � � � � ;,� ;:i ,�; rn � O - ,� � owE�z �EV_��_ N O ° [ L - I98 ' -8 � � � o � � c � m ` v � : � � m �/ OUT� � L. � �� TIO �I 3 v Z � SGALE : I /8 " = I ' -O " o 0 , m _ J U Y Gn 1 ° A . 1 Q � �n �, � '� 6 . - ' . w ' _ _ . �a� . .. . . , �����'-,fiY�+ �'�. 'K�'���>�r�i ' .�A�s1� . �' � :� r� �� . _ � � rhFS• ." ' -7 .r; . 'L: .3!r . 'S"(Mor���f��;L- . . . . . ' �r: � �: , . . ' . . �. w �;��� . � � � � . i.. �s= �R.4*_ ' r.i, pc . . . . . a �� . ��R�A"7^c �Fr�ra: ,: .. . . "' ' . ' . . - . . . . . , w. � ..� , . - � - i . :sZ� _ -`rt bf�<' .dr.' �7L' � .i�:�s' . ,.r:' . :d1� i '..i'. 7i :.�1'� . '-J_• : .'Y :�r� . �� �rJ'a . :d.! . � l' � �l.2-� : . `��."#.�1;�.��r.:y"r . �ik . . � �� 4�.i L�!$`�'� . . . . . ' r'.. . . . . . . . , . .. . . . � � - _ ,. . _ . . � ., . . � . . _ . . . . . . . . _ . . . . . . . . . . , . _ . . . . . . . . - . - . . . . -. . . . � . _ . , . . . . . .. , U orn � � N V l!7 �A a N h O O � � � � +�,, � V � ln � � � � � L U � ( 1 I Q \ '�` �� CB / \G `� �G 5XG 6� � D � �D �� �D . S� � E � (F� C G > . ' i tn � � � � N Y mo Q rn � O � ir �a' zt' o' u��• ic 3 io 9 . �i 9 �7_° no' N i i � _ � i � � @ ri>' .r ,�.� "a �p O O : i � � � N O � � � � U � o 3" N O V@ c� -o � � � o x �� �� � O o0 0 � � U mY O � � C � — O aUi 6 : 12p 6 : 12 � � � > � m 4 �- 2 —� �0 4 O _ — — — — — — — — — — - — — � � y „ , � � � � _ _. , � _„ �� ir- i w "I p i - — � � �^ � I I 4 � � _ � � � I _ I _ ' \ '— — — --� r —f a � ^— � � 6J � 2 6 :i12 \ � 6 : 12 6 : 12 � q — � i � w L2 p - o _ � � , . � N — _: � I .o v M i ry M.I (V M I i � � - A4.1 6 : 12 � 1 .5 � ��u , � , RID6E � � � � J --� : _ �. - . - . . � , PV ; CV - - _ �9 �p 4 - � � � � O � , , _ � . ( 2 , � ; - _ . . ry i ROOF - , w W DRAIN p � RID6E � q � q ' ry � � - � .� 6 : 12 4 � n f� � ' � . . . . _ _ . � - . — "' . , . �D . � . , . . _ . . _ _ , . . -Y � _ _ - }' ` ' . � - � OVERFLOW � _ DRA I N � M.I ' � . , , � � � � .. � - . � � � � �� - � �� � �� � � � �� � � �3� � � � � �f � a , L. � 3 .2 + � �� , � . �• � � � � � . . ry . � � . ry i , � RIDGE I � � ! Q � , �� \ 1 �� � q � � ,il N ' . . (V . _ . � — d — I . u� ,. �9 � . , , . ' �p � � — �' � 6 : 12 / O . � i i I � i � : rv � � 4 � -- - � �_ __ � .� _ _ - � `a' - +� — — — —� o ' — � ' _ --� , � w �. , g � � �9 ,, 4� � � � i � I 6 : 12 6 : 12 � O 6 : 12 6 : 12 p � � _ 4 � � 4 .5 . , �. � JC� J � � Q Q Q 4 ; ; Q � � � , H � 5 � � ;; m � � � . (� � OQ � � J Z A42 I«4] � � � � � ��.-0. �z -0. �� �. �� �. . �z o. �� -0. � a o 0 , , , , , , , v� a �- 0 N � � O O � D E� O O ° � . m � o `" N O � � O � i�OO � �' 1. � �1 � ; O �, � ; � ° SGALE : I /8 " = I ' -O " NORTH � a = � 0 z °' � m � o m � 0 _� U Y Ln I O Q ° 2 . 4 � � � � �pca� . � - . ... . . . . . r " r _ . �� . ' " ".� � � . �. ._ . � �.-. .. .�. . . . . i . . . � . . � . . t..v . . . .- _ c � �- '- .i . . . � � ._. 'L. -r�+� . - - - . . w . _ - � . . - • -r . : � -v.s' - - � � ^ r a ;= =a�r. .rr.-. zi �.� �.c� 'P� k-lt=� � a . n� . - . . . . . . - �. . . . . . . . . . -. . - _ � � . _ �� .q . . , . . . � - � . . "� 'i•"�','�'• , ,. -. . ,� . � . . ._ . . ' . . . . . . . . . . . _ , - . � . . . .. . . . . � � .. � . . . . " " . � � . . . � . . . . . . r r � � U N � � � a c� ti o0 c�o � �i � N � x� � � LL � � L U � U O v �� U O U O O O a Fk B G G .5 G 6 D 17 .3 D .5 E P G ' a� � m � 110'-6' .� � N � _ -- -- - - - - — -- Y i ir-o' �'�' n'-a' zo' o• as�-3" Q rn a°o � � r - , _ . a , O � o II'-0' 22'-0' � II'1i' 10'3' 10'-3' � '� II'-9' 27'-0' II'-0' = Q7 � � ✓ ✓ � r r ✓ i i s > � � m ' r-0' r4• y � p �° N o A / (� � U � � � � N . , � ' � , � 3• � � V @ M '0 � � � X C .. � M � O (, U m y c.�. .� , . . 3' � - - - � 3' . . g .. . � . 3. I \ C � = � N O � 3. � { � - .., 3. rj � U� N � � m �d. A�' �' �' �,', �� 4 � ROOF 4 , � ' � BELOW 'D � � � � .-1 + � - '�� � 1` �� � 4I � DEGK p N m � O '� � � � � , �� , , ; ; C � � � 4 � FACe oF m 4 �J1 ' , � WALL BELOW ROOF �`� ��i,� ' I . 2/ � N � 4 BELOW - � . M ,qA MJ ROOF µ� I .S ', ' � � � BELOW . � � I .� � Q O O MEETING- I MEETING-� � GOAGHES ' --- - - O ` GOAGHES ' GOAGHES' STORAGE-9 O LOGKERS LOGIGERS �� � f'OLES STORA6E I STORAGE-8 4 4 A 4� I � ', � ' KITGHEN T �� ' , o D.W. f2EF -- � - POLES LOBBY - ° ° o i !� � � STORAGE �N v µ.� I ' STAIR- I — � -� � � � ' ' * \ � J � � - � rti DN . �q � � 3 .2 ' � � �� , wF � � � � LUNGH/ MEETING = Q � I � � �' I� � ED6E OF PATIO � ' REGEP. pN � R_2 � Q IIN AND FAGE OF , � � � I POUNDATION ; \ waLL seLOw �,O RAGE ENTRY O T� � STAIR-3 O '� ' � � , � � � � � �� m o � ' c.� i m 4 4 � JC� J 4.� � o ❑ a � 4.s — a — , Q � Q � Q EDGE OF PATIG 2 � � � AND FAGE OF - � � FOUNDATION � � WAL_ BELOW � � O O O *`__ * _ \ �._ - — . _ . _ . :. _ . . . . . _ - _ _ . _ - m—_ _ 1_ � � �J ) . m , � J I u � U � Z �� �� � � 3� d( — I I'-0' 72'-0' 27'-0' 22'-0' 27'-0' II'-0' ry ; � � O � - � - , , , , , v� a �- o � uo r - - 99��� , 0 rv � 0 O �-� n n 0 �G� � o '- N O � � d�' � O � = U � � � � � � �� � � � � � � o 3 �j Q SGALE : I /8 " = I ' -O " "�r" � �- Z 0 � a � � � o m � � � Y � I O Q1 � Ql f ' i � l 4. . { � � �f . �T. . T .A'` � . . . . . . " . . �. . � . . � � . . - . . � n . . . ' � ' . . . . . . ' . . . . �u - � -�ui . � . . _ � T . . � . _ • . � . � . . � � . � - v . � ' ��� . ... . f�► L 4�_�. �.��'L ' zii�� ct �. • 35. . ��. � ./ 'F' ': '_ _ , - ' ,rr ^ .2'�. . rl'-� � ' : � �'� . t ? ' � . �. ' r �:" . _ ' r . `. - _ . t- � . . � .� ' ' : �.,•L�.i ... �• - _ �•S .. - . ' r� - . . -. . . . i . _ _ __��. _—� �p.._� " " =t - - . ," • . - - ' - . . ' - � c -� : � �. 3 �/� lL U orn �nW l� � N V lA l!7 n N h 00 �? CO CO f� f� �n � � � � � � � � � � � i (_ O O iD � n ti � LL � � �ti c, � � U � ` ,� � � � � Q � �� �� � ( R J OB ( G J G .5 G .6 ( D � D .3 D .5 ( E ) ( F 1 ( G 1 • � ,_; � � � �i \J \� cn m � w. v z _ — � . _ � � �� �11 -0' .,n _ . _ . _ — _ 72 -0� . �,._ . _ _- III-0 • i 10'-3' _ � _ . _ . . _ __ _ _- - _ ___ . . . . . - .__ _ . Y -, � - _. _ _ _ . . . � . . . . � 20 -0' , 45'-3' i O � O � �- - _ _ _ - _ _ . - _ - _ _ _ iX _._ _ _ ��, . _ _ ____ , _ - . _ _ . . . i . - _ _ _ . _ . .� _ _ . . _ __ _. .. � �� '✓ W � . - - - - - - - � ,- - - - r 10'-3' I II'sl' / 22 -0' � 11 � _ � � � �r �' � I� � N 3'� 3' �' .�i ' 3' '` ll') 3� � .AM �' l'q• l'-0• � ,� - � �' , 3' � � CD N � �n :� � i ,iv ,a C y � � V n I �' . I� LINE OF ROOF � � � O �' rn ' .rr . " ABOVE � U � ao p� n ' I '� � 3'- . , 0 O � 'p ��� � � ` O O c �_� A4� r — - -I — - µ� � � U C� U = I C r- .� � d O '` I� . . . ' I � ❑ ❑ i ' ; � � � �N � � m � 4 QI � � O � � � - m � � . �im� — � I . . — — -- 7— � � - .. _ ._ _�_ � � \ _/ Q �n �n I 4 Q ' O in I in � � � � v` � � _�"— 7` m-� V` � �� � Q 4 m Qi '" " a � 4 1 .2 , Q . P FAGE OF . Q r WALL ABOVE iO � � - GONFERENGE T SUZY I ENTRY � q,e, M.I A4J 1 .5 � � I� — — — TRASH � � �/END I NG I S Q 4 � _ _ � io,-�• � / o , m � � � � � GARA6E TRAINING � b VAN PARKWo 4 4 4 � I � STORAGE-6 � � I � DN UP BB � � M.I BB STAI R- I STORAGE-� '�'4.1 Z O � � O — � � J � m - 3 .2 � v, * UP DN � � ) ELEV ' � O I � _ _ pi � � I �p ' - � 1R-2 rv � � UP � i - ' J3 , ,� i LOGKERS 8 WONIEN'S ' O SKI STOR. DN MEN 'S STMIR-3 � �, , � � � , � 4 J . O � p ' WATER . WATER � ' m ' :P FOUNTAIN FOUNTAIN , ♦ m j � 4 9 � V JC.� J 4.5 � � � 4 .5 � � � QaQ �3 JS J5 J4 J4 �g > � > Q � LOGKERS S GRAVITY GRAVITY LOGKERS d LOGKERS b , LOGKERS 3 LOGKERS b LOGKERS 8 Q li � I I SKI STOR. 5K1 STOR. SiGI STOR. OAGH-5 SKI STOR. SKI STOR. SKI STOR. SKI STOR. SKI STOR. ' M � 5 � c x �k— — W O � � . , 5 � `� O � O T J � � � � , V �..- Z �. �, �z z � �, � � a _ � 3• � � O II'-0' I 22'-0' 22'-0' 22'-0' 2�'-0' II'-O' I � - ✓ � / i i . . . � _ _ � II'-0' 99'-b' � a � � r - - ✓ C_� O O O �! O O �, O � ° � o � E1� TRY � � � � � �' L. � N � ,� `�� ° � � SGALE : I /8 " = I ' -O " NORTH � _ z �, 0 0 A2 . 2