Loading...
HomeMy WebLinkAboutB18-0051 approved plans.pdf RECEIVE® w 0 MAN 201 STRUCTURAL SPECIFICATIONS 4.3 Town of Vail H All bvrbc dill be Doty-Tic.2 S4S ter hatter,an wohnanired lanboo shall he 6)Gmaal Cocdraa..is respunubkfar all non•spnilied connections,contact Iicm-Fir EE2 545 or banes fallbsmha within l I'of finish gal:of in nwael with =Tiara kw Mails as mouircd.Mx co;inact is to approve all vructotal E n o eearrcle mug lrc xvlmmiaodt.hankie solid bLxl.inf a i'-0-on canter in all ra rabnutaio . disidrofra.MI colnoana to ha aonisaa m burin2 to f.ulssionn.rsa3as are 7)Gcaral Comrs•v h b cura,bwa all data Baagn Perereiioal(ir.ebimor)s, . toadD.r-fu a I at beta p1nerkint•,'wont etc)darcntdh floors,walls,roof and f wails w6► 2) Lisa Io.L and for duip.- appro rine ab-coatncrara Gcueral Contractor is respwuiNe ke that norms. Ol LI tl •Rm490(sfsrnov, rvctixds.h)ri.7an•stgveaes,(.s.rosh.on.smlam+hip,nrasi rcMduliug .1 na -Flaw-500f ruidartui a.Y1 job•sise wkly associated wit►ilia)Myra.no(l,-natal Ccur tar Is to '~ •IIoat.I 0psf. miry all Suamslas ad elusions w eb 0MacbisctaahAawioy.s.Notify .Wia190 units 11 rrocol post).I:stvsrm Il. aniacarof a8 milieu and nmiuions teiaro Trios Okmeaa Drilla scorn rF _ ., •Firdspateslose C-IBC. drawings and use calming aminims grin'to n.®naisq will that[unix/ofrAe n ri 3) All anatinnot me warily•IB Om 2013 Iwavational Duildinl Code as projeu.Gatos!C.�aa.w Is lo mtravl rcaazk)projects mal verify prig Inc Jul iii 4/1 adoptul by alt Town of Vail Baillie;D.ywamxd and the Tsar al Ccolnitos of proper disposal of existing mmaials II e.,asboas,er I as nada.d by mfr. the Contract for CoeunrtSo(AIA Dusaaa A2011 All cwwa aioo asst.he Mustily of all 6iSSa fraaint bus baud upon plans as prepaed b7 1)1)1:11. t.irlicl;.—\\Q‘g.: cempkl.-d.ishit ate l4craana delosiNd in tbe`tesideniblC000i,o.i. ARCI IIHCTS,PCdalcd(Motu 9.1003. JI'.•rpnrc YG®fclbraa a+l,•t'a,d b7 the 2tATIO\,\I.ASSIX'IATKIR OF e),SI)naemals ea)0004 to eauria sdaraisesc aas�fs'sasnksll flan r..rJ ho, N HOMEDIIILINJIS. these ccutitins(Ie.•chemkai reatmew,aviaug.pramt.dogroofot, �41 All peons.'ists.ad uBm aro m hal ops walls a ham..or ha hung withnsemiraars,flaa11lo ,t)as rnpsroJ bf eqk.Ail rrsisaf b h hortd nr • hSIMPSON S nms•ru papas a x{g.osrd s. protected C.far resinsue as r p hod by code. Ir �'�,. S)All sttu-oral raeu_baO act shaven in thea fail positions lmfady beacc.1 aal 9) Structural stung shag he AS fM.136 a talar amyl,sols.!blit.l bola shs11 -C sspryusr l Jaid cattaaian n sus)he recrs'ary to desquraril)am nrtivu be A323 at baler.All samnral OM h to h dr.1.k.L GMirs d pima ad ..0. ordb.urahar%tale oda pations arlcirt conucuclyd CD9a4llb_engin= a lral io cardmre with AISC 5IIJ/CI/NS I RUC I K)N SIAM IAL.201I fur cumulation as mad a.rJ CODE Of STANDARD FRAC OCT All noLSu+g to h pada-teed by a eeruftd weldor and conform n AISC ad AWS S IRL'CII:RAL 11'110150 CODE.2000,all'hand-z la ha rr 20XX. Town of Vain REVIEWED FOR rfDR COMP! !AnirF Date. - Zc9 - t By: .,4--'K ...-- Code: ._ 1 STAIRS -i T-10' FINISH TO FINISH r 5aSx5/16z0'-'re/3- r 5x5x5/16x0'-8'w/3- 9'-3•FIELD VERIFY Z O 4 5'8'DIA x 4'LAG BOLTS 5'8'DIA.x 4'LAG BOLTS Q 80111 LEVELS 0 T INTO EACH MEMBER INTO EACH MEMBER 7Y2 Y2 16 RISERS @ 6.9375' EXISTING CONCRETE DOVE LE�7TEES TO REMAIN �>/ 8'T �, 5' TREADSS@6 5 r (/ Q OF'%,2 g2' N Q Ok@6' sir ❑ m ❑ ® ,PeOVE TOP OF LAND NG ® 4. 'CpP�' ? TO90'LA LANDING VW 4s 0°' Id ❑ u") Q m ea cc 8x8 Tp OF,gro45 , Sj OF% 1N B4'-81/Z' TREAT D a #16x10 0's0 + ry•, TREAT. OF El 6x10 0+� 112 RFi11A, E 0RE44‘ w + r�'�_� EC• LII J © \� © o% " • ANIZED •FAD LAN a • m OF'./ N \ x oar ANIZED TRI1 DIN cis �P�2 0 L11 CC O vE �jSSOF I"OR� .1N ' LL�*yO�pP�fillTYPICAL CLIP ANGLE Fx(S�oREMPtc1 LL 117—.,,,,,,-00.+`� � 4 J O_ •> OF 11\A80 ,� By,BZ o TREATED sF#1 6 10 �+ Bx8 p 0 0+ 4 ❑ Q © o © B9BT 5 s ii Yf -- .. 0----otEMgN '• I O �tie�o���11N ••'�• a�I .�� Op tp9jo,,,,,.1N . I./ 131, pO n o 8x8 r- eo e r IA a•• `^o s- r Bx u MI W EI a O EXISTING CONCRETE 12 DOUBLE TEES TO REMAIN D 5 0 o f_'!r'.E� a N w - I O '° I iiiw I I w - ,e'P^\aP? I ' I�.ttia i ���P� W •1174 ; 00vE ¢ .I w.. A Q.+`' O L.5x5x5rl6 x 0..g a ' � }�9'C'OFA to • �I //�� MalCD ` pF%\P N ¢ I . . .. rt +� 5r8'DIA.x 4'LAG LI' V MIMI +0 /IMO tsSjO REFS _ _ — _ ~ I s__. _ • .F► ~ t. INTO EACH MEMS _ ._ ~ 0 ~ D- 50B c 10 PgOdE © OF 6 10 PBOy1: © © N� OF%\ EX.IF El TO REMAIN OF%1 EX. aF#1 6x10 T.REMAIN C F 505-c MP\N RX1St�OR�A\N �,tS�a R�k,P1N -,�-3-0/ •�� 3'-072 I F)`1S�O RE N L Sx5x5116z0'-B'wl3- I N Bxet ® 6xa •r BxB SY2 ` 5y' SY2 Sy' Bx8 5r8'D W z 4'LAG BO TS I_ INTO EACH MEMBER TOP OF CONCRETE d 8-7y' I I d' 0 TOP C, DECKING TOP F DECKING Z w 89 98t 7' ❑ / ■ J u J■ ca 1111111101 HI III1I6 0 FIRST FLOOR FRAMING PLAN �o SECOND FLOOR FRAMING PLAN THIRD FLOOR FRAMING PLAN III 11 0 0 1/4"=1'-0" NORTH 1/4"=1'-0" 1/4"=1'-0" S1 OF2 1044,1 \� �a� C O EXISTING OM FRAMING m TO REMAIN E N no NEW ALUMINUM -C a s GUARDRAIL BY 1 l/2'GALVANIZED I I '- OTHERS STEEL STAIR TREADS BY OTHERS i , -r•/ yi It. TREATED 1 Ii DF#1 6x10 NEW ALUMINUM i•� N J GALVANIZED ANGLE V I I ' • I PER PLAN GUARDRAIL BY 1 t h BY OTHERS OTHERS TYPICAL / I EXISTING / �+• IFRAMING TO !�� DETAIL D REMAIN EXISTINGV IIG5-2) 3/4'=1'-0' WOOD STAIRV THIRD FLOOR�y END FRAMES / 9B 7• 98I-8- TO TO REMAIN �� 98 8 Icri NA 1111 11' 1• '=nuc Mill 3 PC.1/4'PLATE ASSEMBLY W/2-5J8' • �,•' • TREATED DIA.MACHINE BOLTS THRU STRINGER TREATED DF#1 6210 __ '; OF#1 6x10 PER PLAN AND 2-112'DIA x 3'TRUBOLT WEDGEIr ® II SIM •:`_• PER PLAN /�'� 0�1 .[ �? ANCHORS INTO CONCRETE. FIELD p•4'2 1 7 LOCATE HEAT TUBES IN CONCRETE II Q r' T, �(� i BEFORE DRILLING. `><IM�M EXISTING CONCRETE ® ' .� lu SLAB OVER CONCRETE 12002w' .rr STRUCTURE TO REMAIN 1,_ _�� ���: �� 93'11 112, 31 1 m 1 ->7'. 1111MallailliMMIIIMIN;INIM 111511pPIP- I. 1:l�" 10 z �•11 - O 5/8' • DIA.x 12'LA• M U (n I TREATED x•'12 / BOLTS COUNTER•UNK _ �, > DF#1 6x10 u• �- AND PLUGGED PICAL o/ Z p PER PLAN 13 _ Iw{ p = Q ' EXISTING 0. _J D Q / �� I FRAMING � Y W O W W J ® D E TA I L C 89-4 `� SECOND FLODR0 CC cc D: .- U 314•=1'-0' u; r .�7i 89'-5 1/2' L� U W - Co / 11' 1' w.1� —1� F 2 > 5/8B01OLTS \i� U) LAG BOLTS COUNTERSUNK •� I-' AND PLUGGED ' ^ TREATED N. OJ DF#1 6x10 0 TYPICAL '� PER PLAN o STRINGERS ® II I - CC PER PLAN Q •�� AK W H • ® •� GALVANIZED \ 0. 4 • _ iii. W TREADS AND DF#1 6x10 EXISTING 84'-8 l/2' i� W LANDING STRINGERS WOOD FRAME '� �'�l.)� C (q I PER PLAN TO REMAINrgi _ c �E� � 0) EXISTING 0.1 rl� I �•11 FRAMING CC •84'-8 112'or 93'-11 112' — \ - �• I TO REMAIN W �.,,: :.�.,v •^ a TREATED 12 \ Q. *84'-27/8'or 93'-57/8' -_ / \ OF#1 6x10 ® �, Q O ' " PER PLAN •I13 I Z_ IV I�'+ "� x•14 O + +� + + h. EXISTING EXISTING CON•RETE _J N I STRUCTURE T• 5 EXISTING ,�-�y�� REMAIN PLAZA LEVEL 03 WOOD FRAME OF El 6x10 PER PIAN /,�' ,'/ - � `vlfg�16 80'-2' TO REMAIN WITH 4-518'DIA.x 12' 2' 3�P 2' 7�' '�" 101171g111111 LAG BOLTS W/ WASHERS� A SECTION A c.--2-)B DETAIL B S2 1/2'=1'-0' 10111 hJ �� 34•=v-D' SZ OF 2