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Cascade Village (51)
JENERAL ST RUCTUR&L ROT-Ea THESE NOTES APPLY TO ALL DRAWINGS, AND GOVERN UNLESS OTHERWISE SHOWN OR SPECIFIED . ' VERIFY EXISTING CONDITIONS AND PROPOSED DIMENSIONS AT JOB SITE AND COMPARE STRUCTURAL DRAWINGS WITH ARCHITECTURAL , MECHANICAL , AND ELECTRICAL DRAWINGS BEFORE - SUBMITTING BID OR COMMENCING WORK . NOTIFY ARCHITECT OF ANY DISCREPANCIES AND, UNTIL THEY ARE RESOLVED, DO NOT PROCEED WITH AFFECTED WORK . DO NOT SCALE DRAWINGS . IF CERTAIN DETAILS ARE NOT FULLY SHOWN OR DETAILED ON DRAWINGS OR CALLED FOR IN SPECIFICATIONS , CONSTRUCT TO SAME SIZE AND CHARACTER AS FOR SIMILAR CONDITIONS WHICH ARE- SHOWN, DETAILED, OR SPECIFIED. } DESIGN �. UNIFORM 'BUILDING CODE , 1979 EDITION . ` r •'": LOADSk ROOF & EXTERIOR DECK , SNOW LOAD 75 PSF 4 �Q� s. �••� HOTEL FLOOR LIVE LOADS = 40 PSF + 20 PSF PARTITIONS PUBLIC ASSEMBLY b EXIT AREA LIVE LOADS = 100 PSF + '20 PSF PARTITIONS ggg WIND LOAD = WIND ZONE 35 PSF (AS DEFINED IN jr- ?AI UNIFORM BUILDING BODE ) ' Jd; . CONSTRUCT IN CONFORMANCE WITH THE UNIFORM BUILDING CODE , WITH ALL APPLICABLE ° ,- •• � - '' ORDINANCES AND REQUIREMENTS THE CONSTRUCTION DOCUMENTS AND WITH THESE NOTES . � , It EARTHWORK ANQ ED_W Q TAB IONS- /� SEE SOIL 8 FOUNDATION INVESTIGATION BY CHEN 6 ASSOCIATES , INC. , (DATED NOVEMBER 13, I y 1979 ) , ON FILE AT THE ARCHITECT'S OFFICE . AT TIME OF EXCAVATION , THE FOUNDATION DEPTHS AND SOIL CAPACITY TO BE VERIFIED BY SOILS ENGINEER AS BEING ADEQUATE . PRIOR TO COMMENCING EXCAVATION , TAKE SUCH STEPS AS ARE NECESSARY TO SHORE AND BRACE ADEQUATELY AND SAFELY ALL ADJACENT SOILS SO AS NOT TO UNDERMINE THEM OR REMOVE THEIR LATERAL SUPPORT . PROVIDE FULL LATERAL SUPPORT TO ADJACENT SOILS DURING EXCAVATION AND UNTIL SUCH TIME AS NEW FOOTINGS ARE CAST . LEAVE SHORING AND BRACING IN PLACE UNTIL THE NEW CONSTRUCTION CAN PROVIDE ADEQUATE AND SAFE SUPPORT BOTH �+aAP Q�INh VERTICALLY AND LATERALLY . - ADEQUATE AND PROPER SHORING AND BRACING ARE THE SOLE I� � �� RESPONSIBILITY OF THE CONTRACTOR. DRIVEN P FZE PI` ' -�'� w1`�` ,,".- ^•'"'"""""`;� """"•-.__ ...- •-"��r ti,• 'f �' � ��''S N� *, MIN, � � Ck:;)WI THE STRUCTURE IS TO BE SUPPORTED BY GRADE BEAMS AND SPREAD FOOTINGS BOTTOMED AT ` ���"' "'�-.,�,-.^�--- - . ..., ��,✓ ' G •-S D.G . i � � LEAST TO DEPTHS SHOWN . CAST FOOTINGS DIRECTLY AGAINST NEAT TRENCHED EXCAVATIONS CIH�4NE� ?- - AND UPON UNDISTURBED NATURAL MEDIUM DENSE TO DENSE GRANULAR SOILS . IF TRENCHES A�' Q Q CANNOT STAND, FULLY FORM SIDES OF FOOTINGS TO DIMENSIONS SHdYTN . DO NOT ALLOW � wrs^,->• yryy,,. ^., '; QU�INER. N h •. M +� ., WATER TO STAND IN TRENCHES. PUMP OUT ANY STANDING WATER. PLACE NO CONCRETE UNTIL ��p, EXCAVATIONS ARE DEWATERED , INSPECTED, AND APPROVED BY SOILS ENGINEER AND UNTIL ALL t! < �!v REINFORCING STEEL AND OTHER INSERTS ARE SECURELY INSTALLED . FOR FROST PROTE,gTION , I{w'W, F; o J- ' w ► u� �• - k - BOTTOM EXTERIOR FOOTINGS AT LEAST 5 FEET BELOW FINAL GRADE AND PROVIDE LIKE AMOUNT i ,� . -.. _ ..} „ °✓u d °tl o000 o„a� OF BACKFILL SOIL COVER. f ALLOWABLE SOIL BEARING PRESSURE = 4000 PSF FOR ALL LOADS , INCLUDING WIND AND SNOW . HKwN IS ! . GDNT , II CONCRF�TE _ Y� �yy l 'I,..01 }4 � �p ACCURATELY INSTALL ALL INSERTS , BOLTS , ANCHORS AND REINFORCING AND SECURELY TIE IN I1��+ T�P= PLACE PRIOR TO PLACING CONCRETE. LOCATE CONSTRUCTION JOINTS SO AS TO MINIMIZE 1 SHRINKAGE AND TO IMPAIR LEAST THE STRENGTH OF STRUCTURE . ROUGHEN HORIZONTAL AND ;,s•.; (��"E�aA� � � riQNTt i TYP �t�A� ©� , VERTICAL CONSTRUCTION JOINT SURFACES WHILE STILL GREEN CLEANING THEM OF LAI AN �,• Pi�DP1t_L° GtJ,. Ate.©V �..;-.,,,,._ ,G�1cACa0. AS' MSLY WPP MEM5R_A,t�i� COt�`T - T CE , LOOSE AGGREGATE , AND DEBRIS BEFORE PROCEEDING WITH NEXT POUR. ALL CONCRETE TO 4 . ,R. r ,° „ <,• ��Ap '., DEVELOP 3 , 000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS . USE NO CONCRETE CONTAIN ' n Nos}N F.A. + ING CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CHLORIDE SALTS OR OTHER DELETERIOUS MATERIALS. USE AIR-ENTRAINING ADMIXTURE TO PROVIDE 3-5% AIR-ENTRAINMENT FOR ALL rra �, o o'`� �` ,�; . cJ�� A�C4"t ���� ��5� �IJ '� f CONCRETE EXPOSED TO WEATHER ( INCLUDING DURING CONSTRUCTION TIME ) . TAKE ADEQUATE - <' --�� D J *a J "'r.• rL• .,;• MEASURES . TO PROTECT CONCRETE AT ALL. TIME DURING TIMES OF FREEZING TEMPERATURES . hlD51N TR.EAC> t=�TS �i � NON — �T��, F'A2.T1-t 4)N — oaf! ..•�r�rrwM•.w�.re..jw'�.rr_•-r r.�a+w•wr.....-.rrs,irs r••.: aR:.•Firwr:z"1 .� , ;, r, R r LAP " � ALL REINFORCING STEEL TO BE NEW DEFORM_; Y l' r �t11y� _�{{ f , REINFORCE ALL CONCRETE AND CONCRETE BLOCK. IC I ' y'' �' 1 �NI�NI� '� W✓AI�I 1D .. , ',Y. ED BARS ASTM A-615 , GRADE 60 , IN AS LONG LENGTHS AS PRACTICABLE OR AS DETAILED. LAP, r �H I� FONT' �• ' 1 REINFORCING NOT LESS THAN 40 BAR DIAMETERS ( 1 FOOT 6 INCH MINIMUM) AT SPLICES AND a Oa G, { . LA� (+(� ��� M�N��.A �pc ,' CIS CONC, SL.AFb S� L1 CORNERS. UNLESS OTHERWISE SHOWN , MAINTAIN COVERAGE TO FACE OF BARS AS FOLLOWS s + 3 INCHES WHERE CONCRETE IS DEROSITED AGAINST EARTH. N4ICa-°©�.P7H die SLAB 1 2• INCHES WHERE CONCRETE IS EXPOSED TO EARTH OR WEATHER, BUT FORMED . ' ... r s 4 �- TYP' �' �h1P, , . r �. � � I �f j AT MID-DEPTH OF SLABS ON GRADE . MENDI. O CONT, T�HWEL CONFORM WITH ' MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES ' ACT- « my•, " l 3I5 LATEST EDITION UNLESS OTHERWISE SHOWN. DOWEL. VERTICAL REINFORCING IN WALLS TO ` '� ,�V'�u,w• •. �"• """ �' , S .� ' �0< U� FOOTINGS WITH BARS OF SAME SIZE AND SPACING AS VERTICAL REINFORCING. 4. 1 I .,r a Rz 6p y M a�,. a �i b S „ ,! °: . .. ti•. ST_R TURAL__STEEL A f�;«! TYI� SI-.AE3 c a x * ., . S� ND METAL •DECKING M , R.�INP• A �c� _ �+ oozy _ '� �, o '�, STEEL TO CONFORM TO ASTM A-36 SHAPES , PLATES AN'D BARS , ASTM A-501 FOR PIPE AND '� • r *',3 ' s '' ° .. • '» TUBING , DETAILS OF WORKMANSHIP TO CONFORM To AISC• SPECIFICATIONS . MACHINE BOLTS TO BE ASTM A-307. HIGH STRENGTH BOLTS TO BE ASTM A-325 , FRICTION TYPE . ALL alilw SUPPORT 11 WELDING TO CONFORM TO 'AWS SPECIFICATIONS. ALL GROOVE OR BUTT WELDS TO BE FULL PENETRATION WITH BACK-UP PLATES OR BACK-UP WELDS . SUBMIT STEEL DETAILS TO HK, 1POW'N PI= mama -ANE. RF.,.�NF ARCHITECT PRIOR TO FABRICATION . SHOP PAINT AND FIELD TOUCH-UP PAINT PER FEDERAL s � .•. .. "`' ey • cr,�t.I'C, I r li t,.�, 5�I" �?. Pr�.oP�R. I �.OM z 4 xT©� �4p,e• ' ,! - .y:._.. _' . p► Q' VAPOR '5ANJILIMP� EXTf.,hl� Pi INF, /tti� ,h °p. I�aAJRS ,� HT. WITH I�QS �S s SPECIFICATION TT-P86 , TYPE IT OR WITH TNEMEC 099 . OMIT PAINT FROM JOINTS TO KAY IT-03 Ilk ""` ., 0 '.[ IN . P CC< MA e J ' BE WELDED , FROM CONTACT SURFACES JOINED WITH HIGH STRENGTH BOLTS AND FROM r ' Ph+I�TECT GC�NT, E . ' ... �.. ,. ROUGtH�N WH}L� ST�L,6.. I } BE GROUTED OR EMBEDDED IN CONCRETE ., ER ALL BEAM AS SHOWN OR Y' yet, II II AID-QIr+IINC�� r G' CiRRAhE�+r F M��1CI " ❑ SuBCA •ADE' C�REE'N. GL. N t REQUI RED .'+ D RE .+, LAMB S HO .,+ !s7 � �i � � ' .•�____.. , . . _ .,. . ,., __. . h.A�TA�#G t,.• �+N��L.A . . ... _ =y»---�••-•►••� � - ��I�� A MOCK ., METAL DECKING SHEET STEEL TO CONFORM TO A$+fR{ '/�611-72 OR A446-72 WITH A MINIMUM '�F� __ r� YIELD STRENGTH OF 33, 000 PSI AND BE HOT-DIP GALVANIZED PER ASTM A525-73. q Ci4gY ��C ��} � _ "�-----��•-•• -••• "`�• � ' w � SECTIONAL PROPERTIES TO CONFORM TO ROBERTSON- CO . OR 1/ERGO MFG. , INC. CATALOG •; "'-�•--- a TYPI '� Ab `` Y GC '��� .�VT'I �' DES.IGNATIONS SHOWN. PROVIDE COMPOSITE ACTION TYPE DEFORMATIONS IN DECKING. ofoll ��,r�. r �` ' k' , , T� � F+rwo "~T» 3'° a.i w- :y ,'' WELD PER A. W .S. STANDARDS AT ALL SEAMS AND INTERIOR S PERIMETER SUPPORTS WITH 4,� r, 14;', SIZE S SPACING OF WELDS AS SHOWN. PROVIDE 3/4`r 0 HEADED STUD SHEAR CONNECTORS 1•:� I "AS SHOWN ON DRAWINGS . FULL, PENETRATION FIELD YIELDED THROUGH DECKING TO STEEL a s. '�..._._. OW GRADE. D F'-TA I L� ��� � ��� C` �" ���r� � �I��, '�� �� •�f^��� �� T� �BEAMS . ADEQUATELY SHORE TO GROUND ALL COMPOSITE DECKING AND BEAMS , WITH SPANS 1 i; L-�•'4�=".V, �f �"; ` `� r '� IN EXCESS OF ' lOt , THAT RECEIVE CONCRETE FILL UNTIL SUCH TIME AS CONCRETE HAS ;r" r ACHIEVED ITS 28 DAY STRENGTH AND ADEQUATELY CAN FUNCTION IN ITS COMPOSITE - ' ACTION I O +�► T10- I C VE KE _,_ A N APACITY 1 6JOINT Kira C.C"STt N�tT T K , .....__ r - WAL-L- SEC-TS e 95L GUr-TAII..I � LAP V QEIKF , FORL TH IGKt-IESS i 11 CAi�i=Y �Eil�lF To FAR �- SIDE 81( SIDE w� 4 • - - - A DOWELEL pLAi�E I.�IIN , TYt? � TYP 2- Co � �0 EBAIZ* p , e, H ' , FAR.,e,LL l • - i� FaCE � WALL. 3 O ) \ 3 5 �' RF1NF DOWELS FIZOM R ViATIONS • C.Z� t.J<O-r O`i�F`�C TO _' , 'z, 8 �cp cpc� _ tuts t ce Ofz oL1T�(DE. FTC oR LEVEL 9.@ • • / BE LOVV•l , �---- Z °J to L 18� 8� A B = ANCHOR BOLT FR4'1G_= FRAMING RD _-ROUND t I � A B T ABOUT F S = FAR SIDE REF = REFER( EN C E ) All drawings and written material appearing herein constitute the txpinat A Q and unpublished work of the arehiract and the same msy not ba duplicated. lVrw ���ry / V. RE1NF ADD = ADD3T`sONAL (LY ) FTG = FOOTING REINF = RE INFORCING (MENT) used or Oiselosedwithoutthewr ittenconsentofthearchitect +l A D J = ADJACENT F W = FILLET WELD R E Q = REQUIRED If drawing border is less than 36% x 29W it is a reduced print—sate ZCO' CORNERS T �O ARCH = ARCHITECT( URAL RM = Roots _ reduced 4 -#Co I �' __ -._.. _ . ._....- _ . zraz _A �ol:s o iAf� NAlNTAIN 71 CL�L DwGS . ) GE�V =GGENERAL � SAD-- SEE TAiN ARCH�IJC�LE GL1T�T�,IN, HG' !L ry, `$" _ S4,I Ta X14 924IZS DWGS.AS SF}��vN C/ B = BOT = BOTTOM G I R = GIRDER S = SOUTH AYE' U4=44-{",- Cm cT� WALL I�(P - ,� ` 1 ! I�llf`1.LAP �.IGE I ti �k( oil. - _.._ _ ' BAL BALANCE GR - GRADE ,••,SECT SECTION( S ) 1 - Ca ° � I4QN. �FIRWC�i-� , PLA.1� SEC7. BLDG = BUILDING SF fi =-'S '4 01 It j BLK( G) = BLOCK( ING ) H = . HORIZ = HORIZONTAL (LY ) SHTG = SHEATHING 77L=:"�7 1\"") - MIN, I,% PLuq_ 2, PCU FL [ BN = BEAM HDR = HEADED SIM .= SIMILAR(LY) [p "T1'P. G•I.P. CONC WAL.I.. NAO?-r. C. �. -TYP DES: - WAL.,,,,, V iZ,EIt- F LAP C^�ICE r0 C-J. BRG = BEARING HGR = HANGER SPC { G) = SPACE ( ING ) dd 51.� s S�+ BTd = BETWEEN HK = HOOK SPEC = SPECIFICATIONS V�p ---�I�S�_ so0 135 , HFCS. @r 07-k- ZE BaNC75 J _ B ti� = BUTT WELD H S B = HIGH STRENGTH BOLT SQ = SQUARE r. TIES ySTI�FzLJPS ANY AJVGI.�E { HT = HEIGHT STAGG = STAGGER( ED) Q � I/4� 0 P��:VlSE ) . ISSUED C = CAMBER STD = STANDARD f;1� '_�N i LAP A5 SHO"I C C = CENTER TO CENTER I F = INNER FACE STIFF = STIFFENER G�N • • - C I P = CAST IN PLACE INT = INTERIOR STL = STEEL V. C J = CONSTRUCTION JOINT STRUCT = STRUCTURE ( AL ) 2�2t� CLR = CLEAR JST = JOIST SYMM = SYMMETRICAL(LY ) ISSU_J�L7 FOR > 1L1 'TYP �E.yNI �Al HC�CDI'C�J BE.f�i ... �J' 1 CONIC COLUMN JT = JOINT T = TOP ORDER ONLY S�* NTS WALLS FCx7TINGS- S �• N.TS. CONN = CONNECTION LONGIT = LONGITUDINAL (LY ) TH = THICKNESS CO`VST = CONSTRUCTION LOC = LOCATION T 0 C = TOP OF CONCR!ET'E L J CONT = CONTINUOUS T 0 S = Tod' OF STEEL CRT ( D ) = CENTER( ED ) MAX = MAXIMUM T 0 W = Top OF WALL VAKE• r4 B = MACHINE BOLTS TRANS = TRANSVERSE , y y Gb ,.J , � ���jZ- • D = DIAM = DIAMETER MECH = MECHANICAL ( DINGS . ) TYP = TYPICAL( LY ) ADD, TYr� AS fZE �• -� S t8 Ltr"� � I, (�,` - ....�•, DBL = DOUBLE A4I'J = MINIMUM DET - DETAIL ( S ) MULL = MULLION U O N = UNLESS OTHERWISE LAS I !�D�IM4N, SL_•E=VE, _-�I �GOuT cJT DIAG-= DIAGONAL - NOTED TYP S , , > DIN DIMENSION ( S ) N - NORTH ©� �'�A�G EXT�W� AWN �'" � T`�F' H -�-=- ------ `►"'�" '�T Amt- \ I i X DKG = DECKING N B = Novi BEARING V = VERT - VERTICAL. (LY ) !, AS �•�� `�\ I �-- I}OF�t , ��IN Q I DO = DITTO N F = NEAR FACE W = WEST 1 _ �U Jolt-j7 � 4 � .I 10.1 ^ DWG - DRAWING( S ) "JOM = NOMINAL WPF ( G ) = WATERPROOF ( ING ) -� {� a � -r�P I I�L N S = NEAR SIDE �"I S S WELDED STUD BOLT ♦/(� ' --!� y ( Uj I r ! RlJ j .11 E = EAST N T S = '40T TO SCALE IIWF = WELDED WIRE FABRIC ! [__�.__._...-._..---- ..- ♦ �� - C k (L Z _ E A = EACH = - 7JCC W t° k1 x j �R / I 2 N E F-= EACH FACE O C = ON CENTER W P =`�NORK POINT t �- i U I - - F = OUTER FACE TY, , ��, t3�/l, I I -- j I t- EL - ELEV ELEVATION O UTE l7 H ELECT = ELECTRICAL. ( DWGS ) OPG = OPENING X B = CROSS BR:DG:NG � ` \ Q 1 Ll f F=- _,. -. -- .., _ - --'---. ...... _- - EQ = EQUAL qHp =%nn�oCT.TE GEWML.. -- , -... _ -44 _ ;�_ ..._..... ---- E S -+ EACH SIDE ( = CENTERLINE I - f E !'I EACH WAY PC PIECE I�. = PL ATE_ ABBREVIAT S ! X,F- m, 157*aP., EXT = EXTERIOR PERIM _ PERIMETER = ROUND OR DIAMETER . L ,_ T? -� _ L�� V ��Y To PSF - POUNDS/SQUARE FOOT L = ANGLE I � _ - � 4 _� J /2 F i C� WLiTH �T1L�G-z+Z�.f;�l�i GL�IJ / �. ,a ,/���1, CHf�N�E..Z. \ - " \` t �_ FO i�R 4O F B = FLAT BLOCK( ING ) PSI = POUNDS/SQUARE INCH II = PARAIA-E-L �'� I A�7D 2 C�f , c ►.3T -� L oU� E _ i_JJ , _ = �-- I FDF = FARNFACEON PT _ POINT = NUMBER EDIGULAR t YPICAL DETAILS% i LJ ' 1 n = FIN J FINISH `�G O� 3 �'r �JT'�� C...)�J j L, r3T1N,. .STEP ._._,_.. .__.-.. �.�.. - .. T_W� .-STEP_.-_ ..� FLR - = FACE a F O C = FACE OF CONCRETE AN� NG _� .� ..a,,,._.. . --- F O S - FACE OF STUD ICI I ,. G� pLiTS ��L.G7�N THS,� SIN �• F 0 IN _ FALE OF WALL ut�LEss sL v�o V� ©� . ,�, i`�'� �� L��V� T1.-1y�LY, Tom. peg, -rip• PE-T. 2 �4 , _ T`�P 7—TG, 57 c_F_'_ - L.oGA7F. 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E.G Hl RSC1`� -� � �` �' C' �"� • � � M , , E.G.H�RSCH I iZ• >•r'� _ .'aAS� 1.`.T<s I' - I+-O �' . , I-IIRSCH . ,I�_ ► fs _ _ Fs - • , .( ?C:I •�I f S S7rt�. r+ .p a' ; ihG p+A•TE '''.T I~S Dr►TE + ' "�+ D % !;a v,.. - s:; i •:,. LT �. . . NC �-�oR ao�T 4- - �+ A �o� �oL. - •& 0 �'� ' FOUNDATION PLAN r • �.. . ,��L . G LUM N SGHEDULE - ., A LlCHOR Do A 1JG �t f ran Gy.1tir..^tlil j •�. ,.+ ^:111 F I A l - ~ :..I L A r AT 17 { j , 'iil.t .. sl . � r •. �,, � ,,,p �, . ,� ,j II� �5 E � � ANGHC'�, b�oL..T E N t.. G�A RR I FIGAT I OQ 1 G _ {�. C:L AR G TON 4 . � GL_Z G R I G ON loo GL- GLAP%I F AT I OW5 3 1 3 GL 4 CLAD I r-l CATIONS A - • • to GL_ARIFIGO.TI0WS To Got-jM� SGI�ED'_;. E , !,0W_ ANCHM R_ GLAF�IPIGATIDNS GONT. AI~IGNOI�. ? G�.AR� F�GAT101• � GC�iT. DETAIL. GL.ARIFIGAT10E45 , GOVT ' N N _ cv N N r�1 N N N N N SETA i L. Co LUMIJ LAR►F� ATE TYPE NO VpL.15 bOI.T �- D1ME �` -4GATID�J TYPE NO. VOLT5 &OLT iMEN510�5 LG�AT10lJ � � - GL.AR PIGATIOhI - ADD171ON TO DETAIL G. 4/24 'TOP /. �►SE. R. P1...EV. -�'r7 - 3/Z PER I- DIAM . A Th PER DIAM A TN1� �] n 1n a 1n to �' M 6.4/25 TOP OP bA6 ELEY. +47 - 3 CIIJ.7 (iu� II.J.� I+J C1 IJ ) Ceti; 1u.j ILL ) -� I f 4 1 + i 1 1 1 + 4 • • • • • 1 • • VASE D�-TQe;lr 2 5 3. 2 2 OO 2 I s/0 G A a � 16i�4 2 G - Z H 1 DO 2 5i 3 13 '/Z L 24 7 Z 1 � � � SOP' OP e)ASE � E"Sv *,47 - b 500 Z I 0 G'/2 'f 1 i/4 2/5 2/J 100 2 /0 4 1/2 A/4. 5 A/G !i �t • I • • • • • • �f1E i�. DErA L 2 /S$.Z 4 OO Z ' �' l /Z P/6* P/t 7, �'ZG D Z 5 ,D Z�+'• V an •ADAMs ana wrntOf he ar h act&M th name nay m b du0i"Inai and wnprblratyd r,or�of rna a.cneacr and t►,a lama ma net a oup+waud l`` 11 ufad p a,1t,OMd•,idyl tM�r� en coftwi W,Aa arct„lacl ZI. OP j G+...�.V 4(i O �, b/4, •�n I�.J�010 Z '5 i 2 /2 '/2 14/1�. 17/I4+.3 W N N u1mm- �►1 Id►1 ILl !!1 N -- N 1t1 �1 ��'� K ad"�s ,.0 in.n 3e� .z9 ti s a ,.ax.d ,.,nf-uaa • VaSE ►'t DE TA,L 2 3. 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Z ` V --- -' � �1 Lv - -- V �� b/4.5 2.5 8 2.5 17 5 - _ • 1010 t 5y� t) �1 '/Z C/t8 - Q/2Z , _ J/f0 t,,� 2i DETA1 L* 1 - M.b/14 I7 2.5 8 3 1& .._ Q/S-92 :51 �/5 500 2 7/8 3 4 b - 1 GLARIPICATIOW - ADDIT + QN TO 5CHEDLILE - 2/5- R/.2 .. P 16 - ° b POSE FE T DIM5461OW5 /E �- .J i J 1000 2 I / 4 8 1 '/2 25 E F `'YPE (114') A G D L. .� ..... .. ,. ur 3 - Jo H *��� Z/,� ,Z n1 CL_ARIFIGAT10W - WEw SCHEDUL E 3/ b �.ri, /� o0 3 /b 3 /4 Io/e� / F t �� Jo I r4 1 /& �2 � ►r� - ►,�! 11 A/0 , A / 1 O rv`d311ad , N� •1 5E E SG HEDU LE OF Al��GHDR ln, 1 { rLtL ►� 2 O ' 2 ''1 1 21 /E - 2 I /H - 1'�'�°� " �-► •- `�'' - i } RL GLARI F I CATIONS, �HT G L - & - /Z , / , / 3 3/ DETAIL 2 i - 3/F i� - � q00 3 1 /8 4 9 I 4 u/� /r� GLARIPICATION - REVISF-0 r�G�• EDULE - ♦ _ Z - __�_..� DETAIL 19 , P/5 �/_b,- �/to GEE S#4EET ND. !. L+-°t _ v� _ Q _. - --- -- GLARI FIGATION - OTT. ELEvATIDN Ij/bP�, t2/,, b ,./ + �/ i ?$l415 L o+= AID t4�' _o,} _ SZt �.�j M/�4IN/�7 Zvi 0114 M.I�J/17 � 1 � 7/A ,G a/24 o�vO 2 �>b 3 /z F%.15/20 .� ��/� w "aL/4 Ot 'I ; T�O� r ^ r' 1�fr�� H �orq` '� rw(- �IE` :'r•# ' `�7M0If. ; F' C`, NIrsC'fi ' W�ST� N F+OT�L ; MAIL . E.C', HiRSCH WESTIN HoT�I , 11A� L .s ; �'`, EG.HIRSCH +N�STIN r-fDTE�� VAIL SCALE : �. w�sTIN DoT L, vAll SCALE : WESTlN H4TEL, �AIL scab - N �z �5 , s -o a _ STRUCTURAL AA�E , .5 C . ,� -- SAT 1 i •�� OATS .O �:, GOL.LIMN SGi-+ CL �.� t -6 �a COLUMN 5GHEDLJLE ` 5 -8I "q ,t. ,.. COL UK44 SGHEDLiLE 5_ � I GOLUMW 5GHEDULE 5 �� GOLUMN GCHEDULE 5 =81 DETAILS c /� 1 St ' r' 5AS E � � �I�GHO� tOL_,. l ' �• � �^ C cc-- /� L1 �i AA bOLTS �,,, R BOLTS /� C N G WL •. . n<U� Ulf:'�SE Y A f'7�.1^ VQSTS �H r _ I A5E F� A}.�HOR 5t°tE I* ,' � AIJGHO H T ND. Saw i, ,rrt.•.. ,► i aM�Mn i`'4111 l u � �: 5 � •, ^•il{S ASE � i � 1 tVi � • GLARIFIGATIONS � � - � G�ARIFIGp•TIONS �- _ 7 �LARIFIGATI01J5 GL. - 8 GLA4,# FiGAT10WS G�-- O� GLA91PICoATI01 ,15 Gt_ ID S3 ■ ? f w w �y COL 1 I�t1�46.Eb • 3/4P TN K au 3 DET. 6/'b3ro b,E FM6 GOL., Golw, 1/4 4 TO FOUNDATION SECTIONS CLAR,I P_1CAT0K6 (C;HT. 63.1 coEGTION E � E!To _ NOTE - F1N I''r FLR. iS NOW _ _ D bk5rp PE's COL SLR. C7 :3 ip k N MOM THAN �1N CRC?. � LASE f�. 5� SEGTION F C6 4 THIS, COL.�GHSDLJL.E ` WOTE - P W FLIP 15 WIN /4 SEGTIO�j C� ADDITIONAL. NOTI5 . i , _, COLUMW TO � I� COL.-UMW TO �E FL TYP"= 1 Typro Z FIN. �RD. FLIP. sic �`e �►, 'e . Q o T o.W Col UM N F�. G DIN CTION C •To SET .27 DETAIL OF &RACING COW , S SAbE OF COL'S TYF L.0GAT 10 I o bF.E EL.EV 5 4 _o Z /I°S,M/� Q/tom-GZ/ZZ Q/5 -Q/Pb R/5l -R./I2 I/� -I/6 CAL .SrEI L.,&/5, t_:�/Zlo,t,�/H,4�P� ��'3/tom, 1�,x/15.Co)l A;;: ; ' Wool- M/1 I w/ZI , h/ZZ, 5/6 - D/�, G/G - 6i/K%,25JE -25/K, �,V14,) 0-to,&/Z7) 1.,0/4.x,L.,&/Z&,7) 5/rJ 7 ZO&/W; 4/L, 4 SECT ION H 1 { Z7/L.V lb A . 1 %J 0.b Zt .J.8 M 12 b/b 5 ' + --- W079 - ELEV. t 3lv -O` i� WOW �].] � / � /M � / � / � / , � � /P� Ita 27/W M.3/�03.2 LA.3/I�.$ Mid/15.2 1�1.4/i5.�, K.�/ZO 3/K.�j � EL_EV. SEE P:-AN dowa 14 /�►. 3 17/x.3 K.5/r� o-,.,5/v., b/6 - b/j 'M/i V ADDI T IONAL - NOTE-5 - " Q Irf +�I i��jO 24/1 �7/K 7/b ?.A D L 10 �- 1Z L Zz L 114 L/17`, 1./B.S� 7/G - 711 M/I:b 24/6 -�/J, L/24� L./7y Llz I • - - - P/5, P/1•,FP/17.7 P/Z�i, P/& - 10/13, P/IV - P/Z3 I r 0 3 i2' O G. ZV/� - Z&/j; Z&/K.b, 10/b- 1o/H,21/a - 21/ H��t - J/1� I�' S.(A,�b ` �► 4 M.&/17,AS/46 !�T SHC7'WN} Ac,/�i� Ci/�•�, b/fi , .1/10 , .1/21 , 0121 a/1t/10, D/Z8, t7/Z5 2 ❑� A L A f•1 NOTIt i 5U C L- 1' � UDCATION t� • i -Mo IF ~ f fill, _-c W�STII�1 HOTEL vAll~ G ol�t . __''F.G.N'r:SCH Ijl1�.�T11� HOTEL JAIL 7 r r 1 „2SCH WESTIN HOTEL} VAIL : E.C.H1I"tSCH WESTII�! HDT�L ,VAII ~ ; ; -.� WE57IN HOTEL ,VAL . .M ,f I.S 1 5 �,,�'1.�5�. �s 2 . S • / MAT �; ae►T T s�� � �:r,:�•.a : � i•.t :w •�. GDLL1w1l� SGHE ULE .� CIA - - �.. . . . , N AT l a T o FO LD I�►�AT�o s�T�o rel : , , Opt, o _ �ACI NC DET F-0JJWDATI0rJ SEGT IOWS ET N � '- FOU D N 5 .� - ..I, Na . , .. . • � 9�I i{ f"11�T �• �'�.. Son 1 r�^� v , Gikxr+l�9;.�1 - } : . z1s '., CLARI Fj[,A7i0kj _ �= CHAR; t rAT 10Qrb _ BASE F. 4 AIJGHOK bOL�'TS ;,�� t�tT No pII , CLAREPCATIONS t ;3 ��{s� ri.z as�3 . ��.- �.- z GL 13 c LaR� �IcAT;o NS �L— 4 CLAI IFICATIONS CL- i a& r t � . "4 • 41 '>�ErL� OCT C./b 3.S • • IF Z WZ4� L 3/tL-A 2/2 x 511(0 a • a ANG1~ES / api.. ON JOt5T5 TO I 1 q ' � • �� gam . � Tb ; �I4 —� • �,�► COL, �, 3/40 Ot co \ All drawl and written material an her"Conaltlute 111! Or .real ♦ ' . ` / and unpu�nad.rmit of IM arcAr(�the some may not be dupi aw Mled or draCb/ad wd110Y1 ten Mihl1M C0r1Nnt 01 the IfG11iteCt • • �V ` �`i Ali bum `� rl TVP -► ! N dranur+p ponder 18 teu I+'+an 367e a nMr it ,a I redHCed pnnr--scare i • /'� • reAviced aecordrngly II • I • $ VII Z 7 *. Z d3 .�, _ AJ , DLT 5E� �----- r A�. �o/'54,1 JOIST �BUPPORT2,io E L_EVAT 10 W A-A o JOIST 4 DIAGONAL BEAM r ROOF I Q TPE R 5 CT I ON 1411 ,011 'O 11 � � + ! I + < ben- T'7"P - - - 1 - z JoSST IwTERJ5ECT1W& . SCE TYP, DLT1►t L G 1 i 1" OCT G/54.1 .. _ - ..�w._ �._.,� / IAA w • • r r i \ l I IF c � � m — I v��or�1. Rc>oF � it, TO �! MAW ABOVIE. � L , _ n 3�4'� / { '• 3�e"R c �h ANG E� vvwr j w ti o 1 � TAIL N To u4 4 } 1NTcT 11.16rAr� .y 5r NO!" - W �7-5 �' o J '1111" - . J N � � W 511�II 11..App G� Q/10 511 1 L.AR � N/4 } DETAI AS NOTED OETAI L OF �A.%01NG . C COL. PLO IS F pA i LAE IM A �I = - a" 5EE ELEv. H/55 4 -_ rb�. �r - - �,6 }� d1 I .0 i N 1 � 1�0'T!. � G fit.• 19 � 60CIAT I ON '� I P-05 N SEE CL,- 1 o � LAC;-:rioN ,.fib NO. 1 , XM -144 .:T Joe SC INESTIN TEL VAIL 1� c-. ^SC WESTIN -HOTEL VA�L �O1 _ E --, Hrr' ��H V1JE�T1N �#L 1� r :CH ' TEL AFL TAO' ' �' C.I �t�.SC`�� WE's � � HOTEL VAIL '5c,ALM . . -S - H -. a. - ardII , , , , E �' x�►+- M �� -� F ^ 1 S ' SHOwtJ STRUCTURAL v . . IFS i -D ► S si o Cw+T tiw OATS TE 'w ; C^Tt ' r:. ,. .4 � �I' FRAM I Q& NG DETAI L1.15 '-s .,: �AC�NC� DETAI L�6 5 — 13-S 1 ., I NG DETAI L Z 3 t r �VG ELEVATIONS - 5 . ;1:� DETAILS alit S.�'. c. . . t : ,,.. 94111 I , +.�: 331 1'3-�� 4 , DETAIL - �s. %MEET No. i 5HRET t�t {S 362 GS '3 � ��T to. S � %Nw No, ( :..� G3r3 SET NO, CLAF��FIGA7IONS CL-1 GLAF'�iFiCATlpNS CL- 17 " `°s : ' } C.,L.AIYFICAT101�FICATIONS C L— ! 8 C L- 19 j� _j S3m8 r m 11111111 f it TO ' T,0% BEAM ELI Wt4 R VIM ) W14 TI Ot &A EaVI ■ 4Ca!-:I014�1 Al GIo1Lr a 3 11 - TtOt t LLXVI T 00, F.UV9� 4-4o -7W �'� - e - 34�ticlml"t AI66, ENCA:�ED Z /4 T. O,IN WALN WALL SEAM n � E L r� 4G T y4 Lune - 6. ok .D, I COMPLETE© , - !� �Y8 x I4�4 x Cs,Q,L. A EMBEDN�NT va i_ S ' t TYP. a yl�. - `�V� 14 C � ... 31/2 x SIG i = to { , } i L x 5art x �\/ Er �f I ! �• ! , - - - TI N -A G"° C+I G" co G" —11/4" . - 3 ' SEC Q A �! COPE BEAM Co /� A,4T TO'• 1 N - � ANC�.E MIT I I4� SECT o A A PpCV40E NL T50N E%TENTON _ �, BEDMENT �. '" �EMSEDMENT ��BOTH SIDES A 6ELOW BEAM ; (type.) t l.�AA�E !L. �, TYP, . , LOADING DDCIh C ) M ' BLAB P�EIN#�t _ NOT SHOWN _ A b . ENCASED I N CONG p EAM 1 5EE BEW CONN, ------... O SHO 114M C�ONN & t I ✓ WREN :ONC. WALL COMPUTED APES � � _. . _ � 3GHEa, � TO WA" � � �,� Foy sot OF r Ei-Ev t44 - 4" 5 x S Ya, x �°��, L t e&CT ION - I + 0 - 3/4 4 A•b. �, COPE BEAM C0mE BEAM TO I i SECTION A-A ' TO PEPw AN•G11.E _ • PERMIT ANGLE I ExTENb10N w _ i )F ft/T\ • ` � BEAM CON r 5CHLO, BE I. SAM • Mv ANO � OF 59 LO BEAM s�, f ltt/1�l NO 9i m,s f a r - - 5EE ULAM CON�N . SGHE DU LE � 5EE 5E-AM CONN, SCH POUPti ALONG .LINE � sHz f $4.1 Fv� Na, of 3�4"m 04,s �. ►► coPE acT FL�. � � $ � �, BHT 54f I FOP► NOt CP H&&BF.AM IQ �"NLJF. JLALL � `'�#!ICAL FOB-ALL COLIJNlNb ON LINE Q . _ IEEE.AM TO NCAETE WALL NET BEAM TO CONCRETE WALL CONNECTION BEA T4 r 7 M CONC eTE VkLL. CONNECTION Z b/A , Co/A Z VAST OF G,/A t Z /14 & /17 . r�b Na _ JO NO" E.G.HIRSCH EG ��'���t.� ' •! L,. �'O ' ' • r . , S� , v I`� r 7°.� IS F=' {J I' li .Sl"_r► WL 'O l WESTIN H� L t Wo LE , YIIE STAN HOTEL , vAIL. s - T , v L AL ! WESTI N HOTEL .� ; `I TEL , h. ,� >�.� EST E. VAI 1 i, !:_ _ I N HOTEL AI r . 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'., _ .: C�1A•'el n??,y.. �x ..� _ N' - u : ''bl.., .. � .. .. � '�t ' , :'' '.rn,t Wt7nlR,QWIRkl1.., , 7' '1• .- •'r' CUNII- • S.A. r� + .T - D. t• 'C�b. *11-01 - 1111, � 4 ' .. ' , 71 . �� ° '� �4��`•o a l�' - 11 END , . + � ta`a �+a he cam) dro - t - As jirq L • # C.J. C.J, W F/.. � s x ' O � Pr O c Rt r,• 4i „ �,, gfiewc � M M o • 1 '� _ TJ . �P. „ : �' "c I . J t • r I I SEE a 12 QG. I'�•o'” }} t , WALL 1 � EL.s4$ - I � 2 -.SEE � -io�1 �3 BIZ - 3 + � Mix c�3- c , , _ `yp EL 43 - 2 2 •� 8 i OvAe Ei r -- r - SECTS • A .�_ SEE ✓ETAI L 1 /G LEI ' .-r.�c..r.5 1 --x'4 c�► "�tG.T. E► GOI ' FUT1. #� �_ 15.4 4.GTaP € r FGA egAm keiw F, �,, gECT - ! SEE vs&I FOR -� � SL�►d NORT'N M S� �! •_.--- -- II VALL E 11J F. Vi,iM�LL- .q� i r ��i �. I `SE 53.1 FOR + " 'WALL KEW-. 1W. UM Al i r ' A3 WALL E . wuw, p' 'WALLS ,� WAL.L REINF. AND 5 �i.� - TYP _ �2* .2' i' ;� ,�` � �a '" � F , 5 . 1, - ' • CTIOW CANTILEVER . ME AM G LOADl� DOCK ;N I E.�EAM ea L.DADI NCB DDCI� _ � -�o } _ .,.,.-.. _ � - - - � _ _ r-"• _ _._._ ... ,� A - �; A! � � �! , � 1 4,A.D. � E Le'vN , Z T 4 ' -•• .�-�-- - --� r� ... � 4 � �� ate+ +� _ e _.._ . • U.O. • `QG+ +! ,! GJ. D 2 O d 'I� 'i` �' r cam• .i &5� IQ" O.G. -� • 1 . •\ ! ----- V � - ' --R :� " , b N �4 t 2' O+G. r A4�IZ' QG. Tab.CONT �' ; 't'P IfO� c: . _.,. >, ._'�.H VV E5 f I N HO I E L VA I -� ---, =G x -4 +� - ,�_©# w TY 1W SLAID NORTH 5� foMo.G. c 15` :�t..l.h 1 i.5 A VMP L * i _0. / 4'-06 C.t G _ _- �Dl-w:..- • . J s b ` ;,�®, y Z.. 1 OF L We A! _ T.AN „..al�tsvG GROuT&p ,E 1 r 3" ( � yy s 2 4 • ,t'` , � 0A[) * N 6 D061 � 44 1 ..E1.�5 �` _ 1� 1 O` • ?1 M �' 3'� ��ti - '~ � t - r � .r.lvarrl��r'4 � , `► T- �rl i 8 C.�.4. YVALL R�E,n�F, L TYr. I] � + ' 1rvp+L� REih�F ''r�►r)'+rvj '!+►4io }, al 31 1 431 SHEb 1�O• • 1 _ - 2 ' I �JCi.G • ■ - CL Alf I GA710�,-,ry SETION b - ��E F_��.I ,�- �� �3 . -- 4 �r . E C I - N 1 2 TI o� CAS T L1/�R CTN. of MALL L � / �L WALL R�I'�F. � i -,,, �� G.I r-� Q 0 O.G. -•� �"'� .� _ �. Li b. Ga:a I `m i'-QR , 15EAM a - LOADING DCOCMI, G� P���510� or= 5`A b--- � p 5 OF 6!=�_ - - ' Aged - o a �.,wo� . _._. _ _ - - ,, ►�.a6d , �1 04 TYR ��o CUT T'AiM tar► r T iNf• V. *56, v GtG. Ts a. I , zq • %EE AS/5 ' . I 2 co TMA T e L- ... rGd 11• .� I - +� T46 OMEN r s DEPp�SSED ' ?� i►1L� ar I } C.M. OF IIVl4l_L ;D MIN. _4D 4 IN A F -TYrr M�OAI C.J AS ^Q - . 12 W(p �► TY►? 2-•G 4.^td5� ,�, � 5a IZ 'O.G• Z4" 0�' y--+�y 1 � ,p�lE I� MME► L r'J�113T ��• T�'p' -- � - �� M Z H��•-t r- •- 4 p, OP CTA • �''�' X24: o.G -/- T ION A- A M a # 11 O ' MANSFIELa� LTD. TIP PONF. e Wk. LL Cps- 5 'W*%V��P 5LAE)/EXT. ' FALL �JOIWT t 4 c-�n �-�,� AND THE . c 5 -a H-011-EL 4-60& fo' LL NE ICS*'+ r _ r �� 6 E..7t►AF 'I, QG vrr�►LL - lull vs , ''i�l� I � 7 ; `'T � R �,.� v - �► _ C06 - S.A.P. I R A L AN L.DC� t -� �. v Woe .-- — -- --- ' 4 CONT. I'- iii. - _,,p •. TIES M!TTANT Q - FULL !w■�E 16HT � � QS. E.��Y. lk%O� MALL P II Z'o,c- .l _ . - - Mlw sum� /Y ■4 Z —� _ '^ t �1 ti a. • .(M o�. 10' Q G ALL �- A •� b� I'l2 u.IPti . , ' 110— P' 04 41T O.G. '� PARTIAL R RST FLOOR P 4.+ 10 s`7 IL WW CON T. Z ' PIER 541 0r �G OWE Z)E' TAJL 00 • n a, -o., } ,_�" • ��LL SECTION � �5� 'rJf OF 5L-.A� [!] II/M9d! bZ • ,� • wl" *w ..NL� �•�• +on..a�a �««" cwwoww the Q*gw41 AM �rN �r■osaw. aO wwb of•M Mc$msr t~MN"me Mar Foes of a0hea w n M .+Ir o.al s rFf I.IM 7. ■? '. ass •NIKM M'M'"' +MMCM accerfon" ft h ' 5TL BE�WI rJj SEE F06% MCbk 5 CA-CO SCHEDULF, N ? xa -4o oA+E�5 L V40 - _- -AND �F D� NOTE5 FLOCK DECK WELDING �' _ � � �.---�- � �- � � Ens of w�LL o r \/V • I 1110 PUDaLE'-WELDS PUDDLE WELDS AM _ _, ♦: o� E F. DEG 6E ; 1 • �- '- - ,_--, s TRANSVERSE S LONGITUDINAL NELCING - • ' - M ' 5 3, 8 a A 5UPPORT5 SUPpoPT5 5-� �.�, __  , -, - 1~ _ �T- AM 1 A E -p ON/ 5LAb �EiN - .l01,, 1, 8E S JG 5T5 4 8E MS r _- _ E 5� 3. � EXIST BALL - 1 0, ., STA�Qp►RD ' T N E ._v L - _ ' xTEND M Z . WALL l%EINPr � V Z PEA tCG 5HEE v, :, iN ✓ c 04 '. b . AP �N/ f i tZCA 40 Q WHLPRZ PLQ'D SEE /S-. &P _ . ' G b- PER 4" HEFT � I� TCP 5��+M`I ' �-- ,� • .. � _ 5E 1 Z Z 2 2 5 - `0.i. • � t�' �. � � .- Z --�2 2 .•>EE� '4E*eS P L... A N A A A J �1-57218r.'IaN Q E;5 ( -__. -___ _ _ _- j - '�; ,� �Z-010 4. 3-*9 TOP _ N 1GP SEAM - cJ v A • �► SEE �/ 51 _°,! Co - *a DOT, PIN. � FL TY F GET F DECK, 5UPPOELM". z z 2 PE.P'► Z4. SHEET v.�.. . T ± — ---�-- �� PAF�g LLEL TO FLUTES �Z a 3� l_4( , A Arc 2 - '�� �. 'Q _ _ I MP SEAM o 0 - ' QL 0V - +b 3 PEf� ' ra 7HCr.ET ` v•c. � 'IZ" .•3�" r----�. _ - d. STL. W AhA I ► 9 iu , I 1 1 SEE FLA DECK SCHED �'-�' - - � � N OHO j,S � ' ! —� < i.ND " DE�h NOTES Ate} ! i ! OL •� ! r I ,OT E� I G TIP UbE �' PADDLE WELDS W/ ��2`' EFFECTIVE DIAMETE.A f4 �2'{ _ . _._ �, --- -- - _-� _ FUTUPIE 4N5T #o 12"0, STRUCTURAL op a SEA A/53. �P� ^�OVTEO INTO USE, VELD ' agHE.PYS W,- VEPICQPR DECD, E F. TYP. 0, i �.WA��. WALL. P►EIN!� . - �__ ..0'V , Ica GA • 1 Z" r TYP, 01001 LE HQL.ES FA A wR� W!,H 5H T5 5 TO supP+DI�T DETAILS V"MAX, FOP, SEC I s DECOR - _ '71 MAX FCPR 5EC 1 21 DECIiN �' SEA I I� MAX , 'FOF, Q L.-5D =Plt �2 � 3 _; � o� /C.L-�I ..._ _ .-.._.__ _._..______--- _ �l 2& ;� T . SCAM OElA46.. (�} FOOTING - " DET EFNE SIDE DEG , ti; - -_.. �_ _ ._.._ _. _. _ . _ _ .__.� TYFI.0? s ELEVAT f QN S �60 FLUTE 115 NOT OVE M MEAM 4 ` '' $ ,Z al 2 Now— a y t 5' is •1 ' yr .. ,., 'd,.,, A ..s' , _ F .r•-,. :": .e ' : h' .. -+L.. r!• .1„ f.. ✓y,vf:YK SPI'M�!II,n! :if261„�.1 .._ yEJ .:e.'C�f !•..]b@Y.... Y a,y.il , . v_.rc : Nf...,r. _., .•,. i .: .... i ,.w. I.,. . _ _ i.' ,r .. ..._ FYk..,.5^. e .. .. 'L:^ . G" m1N. ; . ' co K=l 141 5 8 TO F� ; NOT SPLIG 60TT7M 3Tlo �UP W I 3 T M 4. . 4 __ - _. _ .._ _ .-.._ . _ ._. - -- -- - _ ► GAPS T'T`P► 3 T'i'P, DIE ANY 0% LINE er �" 2-'!k 1D Co - 5..,. ; _ µo.c. , - N ► 3 if-roll r. z -*G CONT. CO NOT 3P'LIGL EL + �l fi 4 ®► I2�a c ,- LAI' N- THAN I144P TI'P', WALL,: P� - Y_ 4 8 } �Z„o G. w ITHIN W-o" OF ANY QPG, fie, Z .4 LINES i4 4. 167 4 - Z. � —� 10 �Co -#-I � I��o - - _+ �,_�„ - mAhGL� THAN l Z 0 � TOP OF WAL!_ � � ._ _�.___� ' r `r 5T D. VE PSG OR z i� 4 .ANT, D E G K i - TIP. VV " !°'►EINF, z_�t 2 4 � av 4 ! TOP OF GCs, WWI CTYP ��FEK I OPEN OPEN`,. { '' . . . _ ____•,. ff EI NF. SCHEDULE FOR SECT. L /55 . 1 4rEv. - T,z�f ,�Loner �-- --TRIM ® � ' FOP+. 4.�. ',- FORM � Y 2 IN 14 `l-EF.} TIPr SEE �p IZQ w, I i A QET. ?. 'b //54. 5 CTY�? TIP. tM I /.L,- 4 r eMIN , s.7�_ • TYP. WALL P�EINi�. c°" �, � � 304 SAD• S.A D c w/oo° HC►�� AROUND ' N TYr v \ TYP , TPtiiM PSr►AS �Lr_t-. �'OUND FLP► , FAn TIAL ELEVAT - , �QN OF 111fi�►LL ON LINE J� _ L �`��. x yt �► 5 Ko .'"sa N 1 J % �. s L GL. " 7�o FOP1 a. r f kM lAL. ELEVATI OF YVAL ,. ON UNE i W,4 BEL-OW I FAF MAL. ELEVATIQ OF lJALL ON L. N vT NoT'ES ,r =..�. Tray. LLH , GTP1 JN JabTb __ _ _ - _ --._. .. - _ - - _ __� .__,�_ �� SEE i cL-�4 FoP, TIP, OPiCs, !"tiE1NF. LI. 'EA ENO SEE . l /C 1. - :�4 FOPti T'�P, OPT, P�4 E I NF . SEE C L. SIC. ROl� cc 22 �4 j7 oP OF O`fi' , NOT rB"*'� ❑E,7 J , / O'4 , 3 AWSLE r , A ' T.00. ELEV. TOP OF 81FA M Ste T 1 At A, 4 J� ._ �.Xs mt sye v (rA.S.) a ven 0 . �'i /INCH BOLTS �...r�4C 12 5 CT1 O N A-A ,,, T i1 — r SE;MON 4 1 QPP 4 IOQ�, i f *4 01t ,�.. .,. . COPE 80T. FLG. I -O r HC OK TYP ✓L 5 Q orc 3EE B� GONN . SCH906 . 1 . A _ SE_QT I ON-_ - _A - A FOR NO Oc #( O KS. 8. REa'o, GTE THIS CLAP�J�ICAT I ON PkEPLAC.ES 1 /06 - Cob � BEAK TO CONCRETE WA LL CONNECTION . w HI lS Now VOID - c J/19.5 ., +r+wu+...M• ft..801c�I *m so"" 4 ' r > • Y ft 1 STRUCTURAL DETAILS j M K • .. S 3 . 13 r . . A� SEAM ni BEAM I NZ)i E,WL-:T i WE!i� P. WELrD 5SC 5C��F_D, 51ZF_ 50:tt P 14 T 7Q C�P I P) rz. bEE Y F WT 5 W 1C) \N I C)A �Z. 1�p 7/,O� Ll 0. N `/4 eA� W SE.E. 5C;A E:0 L 7/5 W I a. AV3� DET \N 14 .4L I I i V4 4a! W Eel ....... it 7 Y4 ft 01 of :, _._.�_. F 100, ii 7/b 404"P I Y4 -,Z F,50L75 E. 41 If4 W P-4 XGL 255 L4,0.N, W Z4 %7&o 2s5 N -7 213e T.4f- U N X24 71�,I �,� 3r-D .7 W Z4 x1l W 27 8+ '255 'r 0. T5 a,0,xJ -7 7 YPI .00 ---ZTFFENEF� �P_5.:01`70P 5,4M:. �4 W Pa.,, ELEV 7H6. A5 IbM , FLW"E ) 6- 'H 7HKi . BY1, 7LlNN5 +4 F_ z; r- I:b lo ELIEV. 1W W W --.4, W.11111 0=i..dW A N/ MOMEN-r SEC, T I OW SECT, 5�ACFZT C)! 5F.F. 760Q� rz)V', 10 �CU 1_0f F 11--t.A �"C)1 , F L/I�k it 7S C)L, 70 %-W 6.0 ,,-rOWN, E)OL75 6E LJSS NO. OF bOL75 Fi::5)9 Z . AL.L.- 5✓L-71- A '2 TIGHTEN TO S W UC-r T1 G H T SMALLER 5M. `4 GZE� F-09 CONDIT) OW Owl-Y . LAFZCVSF;k 5M, u.4. N•7 "7tf=1'11Z404L MOMENT SEAM 70 �5EAM YP. a. H�) W to 775 SECT a I S/' I&" BeWT Ft _7 V4(L X, EA. LSS r _'WEE F�_. Ft, SEE 5CHED. L 7.7- 7 3/I Ca 01 7, 9,- lib , 5EE- Y�!S- Top 4 50T. �111:� <6 E E G H EF 0. SEE SCHF-D, 1"Y- 27.70P, W4 COCS. MANSFELD AND 1"'K 3" FOR WS C0125, RNATMAJ, WESTERN KrS 571PrFF_NEF1 .�2'b.)70P SAME bOLTS 1",k 3V;' FOR W 10 COL! Pi,5 bYl FL;NNGE tl ��7 HOTELS/A JOW VENT,LFE E Em v SECT v FIC-OAL Z-,.,1j\APLZ EZmW Ar7V YPICZAL L�CL�ENT BEAM /V� SEC710N hvls"� 7 t F:.C.'d'A 5 M P E 5 ErA M 7 C 5:�M CPO)Nj�1\�',Z A 4,1 = I 11 11 -04 Lk 4, L W E i�5 TO �=L . F�OQF= 70P OF ;MiiA..F7EF=) ON PLANIE� ROO F MCA 50TH SIDES • "Jot OF FAN, LF"il 45/Y SEL7, 2� SA 7 jaw jt 57 Z), r--E. 3 • A A 7,5E *C.6 and wrilt In material appearing herein constitute lhe original D E had work"I the architect aniJ the Sarno may not be duplicated, disclosed without lhe written consent of the architect 5F_ -7 V4 order is less then 364t x291/4 it is a reduced print—scale Yk reduced cor Ing y 02MM10 0 AV IDET4.1 L. L'.. 1/2.it_ I,-0'. 1 vez it -Oil P LA rii� Y4 07 4.1 F L PIPE //V4 REVIc' EO MILL T P1 PE 0 9- / 5Z;i'T N, '11� I -r,- 54.1 W 10 rz�l F0 P-1 \Z�F I�Nwcp 1515 UE Deyoli`j 0 4/20/61 G'rRJC7Uj2,AL Gr5r, 5-IT 0 _T/4 lbI ONLY ors , P 114 PIPE Z�P 75 5/& H15.b Ui 507 "7/ P_ 114. E�A 451 D F, J Y4 C K 4.4 W r:;� W& F.7A I L OF.7A 1 L. X 4 Tr AM 4� IS R,5,D, 5A, eiD�, s747 r- S4.1 \,54 3/4 STEEL FRAMING --_ 0 Y4 IAN . 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