Loading...
HomeMy WebLinkAboutB14-0037 REV1 plans LENGTH OF FLITCH PLATE 1"x 14" � L 5x5x5/16 x 0'-11"w/ PROPOSED EXISTING � EXISTING FRAMING �� (� � ap 3-3/4" DIA. M.B. PER TO REMAIN EXISTING FOUNDATION � cfl � LEG �-� � � NEW 3-2x12 BEAM BEYOND GL 6 3/4 12- � '— N .- HD7B w/2 - 3/4" DIA. M.B. � � �-��� CONNECT TO FLITCH PLATE BEAM w/HD7B WALL TO REMAIN ^ � � 2 - LVL 1 3/4 x 11 7/8 THRU 3-2x12 AND 3/4" DIA. PER PLAN � - � � PER PLAN A307 ROD TO PLATE 1/4"x � �\�� 3"x 3"WASHER BEHIND 5'-5" NEW FLITCH PLATE BEAM � i.�_ _ _. _- - __ ._ _ _ _ _. _ __ _ _ ��. : �� I I� ii i iii i � � � � i iii ii ii � I � � �� MAINLEVEL � ��I�I�I$ _ i�l�lll�l�� � � �� � � 79'-� i � .IIIIII� � � � � IIIIII � � � _ � � \ _ � � � N I � � �� r � � �� � Cfl � ��� I � �a �� �:�_ - - � � � ���� � � � � ��- � iv � � � � � � S� ��_4�� / � 1/4" PLATE �-�� � � � ����-- 4-2x6 COLUMN PLATE 1/4"x 3"x 3" TYP. -2x6 COLUMN w/2x6's � ,-�-' 3-2 x 6 ASSEMBLY PER � � � �/ �/�� PER PLAN WASHER �Q �P ALONG SIDES OF � COLUMN PER NOTE BELOW � �O 6, �� �� � FLITCH PLATE BEAM w/ PLAN ,� I� � 4�� � �`� g�� EXISTING GL 6 3/4 x 12 SOLID BLOCKING 1/4° KNIFE PLATE N � �, �, 4'-7" TO REMAIN AT 4'-0"o.c. B 2 - 3/4" DIA. M.B. THRU TOP � X O BEAM AND 2x6's. WELDED TO PLATE O O �,, S� ASSEMBLY w/2-3/4" DIA. � � v 3" NAIL 2x6 PLATE AND B D ETA I L B M.B. COUNTERSUNK AND � O •� 3 EXISTING 3/4" PLYWOOD � PLUGGED THRU DF# 1 � � > 1/4" KNIFE 2 x 12 CONT. LEDGER 6x12 KNEE BRACE PLATE w/2- w/5/8" DIA. x 4" LAG SUBFLOOR TO NEW FLITCH S� 1/2" = 1'-0" 3/4" DIA. M.B. BOLTS @ 16"o.c. PLATE BEAM w/20d @ 6" THRU EA. o.c. (FIELD COORDINATE EXISTING WALL ABOVE TO REMAIN- NAIL MMBR. TOE-NAILING OPTION TO NEW BEAM w/20d @ 6"o.c. (FIELD DECK FRAMING i FROM BELOW AT TIME OF COORDINATTE TOE-NAILING OPTION AND BUILD-UP TO CONSTRUCTION). FROM BELOW AT TIME OF REMAIN � `oo Z�/ CONSTRUCTION) � ��.,, •• ���L�� MAIN LEVEL � � I � $ � o •.R.•�� \ DF# 1 6x12 EXISTING PLYWOOD � --- � :' � 00 KNEE BRACE EXISTWG SLAB TO T O R E M A I N DECK FRAMING � 80'-6" I � ;J� � ;.J ° / R E M A I N AND BUILD-UP TO I I _ _ � � ✓ REMAIN � � � � p � "� � � MAIN LEVEL � �I ••� � —r- — , � � � rn i� "� . ..•°•t<,� 3�3 79'-6" 1/4" PLATE ASSEMBLY � .' p�� � `r' � 2 � WELDED w/CONT. 1/8" � ����'i ��� FILLET WELDS w/4- � ENT� � - ` � �� 3/4" DIA. x 6"TRUBOLT � � � � � EXISTING PLYWOOD 2-LVL 1 3/4 x 14 M �o�-o° � � � %� � � = � TO REMAIN CONT. �NEDGE ANCHORS � � �\ N � 2 INTO CONCRETE. 3" 3" 6" 3" 3" � � - `� _N 1" PER PLAN THICKNESS � 2- L 1 3/4 x 14 CONT. PLU� � 1'-6" � ` � CAN BE WHOLE 1"OR �� FLITCH PLATE 1"�_1�'%��T. P�R � � �' 1/4" PLATE BUILT-UP PLATES � PLAN w/5/8" D . M.B. @ 16"o.�. FRONT ASSEMBLY WELDED ADDING UP TO 1" � STAGGERE OP AND BOTTOM - w/CON(. 1/8�� FILL� D ETAI L C 2 D ETAI L D D ETAI L E - WELDS 2 TYPICAL C � p E V � S1 ��� _ � 6 �,� � 3/4" = 1'-0., i�Ll-i�� S� 3/4" = 1'-0" S� �,ii=iTi-li=ill-n'�=�� 3/4" = 1'-0" i _ -_ , i�!�i��iiTil�iiii��iii����ii���ii��=�� , iTiiiTiiii��iii��Ti�-�Ti�����i���Ti�� EXISTING Z �ii�ll�liiilT'��iTi�� FOUNDATION TO -,��u=��- REMAIN O � REMOVE PORTION OF � EXISTING STONE VENEER FOR INSTALLATION OF 1/4" � PLATE ASSEMBLY AND REINSTALL STONE \ � V � , az � � � �� �- ° o a DETAILA . � � Q � S� 1/2" = 1'-0" ' O I � T � � � W � o� � ° O J p � v� J STRUCTURAL SPECIFICATIONS I. a � w O 1 J hll]umbcr tih�il]h�Duu�-I ir,._5�5 nr h�ttur.�ill��nlmanice�l lumk�er shall he � � a � � U � , u� O �,j' (�, ' ;l,i" PROVIDE SOLID � y I i�m-f ir�_ti4`�oe I�cttcr{�I] Itut3h�r�vithin I R"of finish grade ur i��c�3ntacl witf7 `� �J BLOCKING�p 4'-0"o.C. U O ., cem�rc�4mu�;tbe�voln�anized). �'llltii��bers�n:[3oug-1=irtil �3rhetler. C'rE�vidc � ' 0 � O � � ��rl�d��b1i�c�.in�,�I�' (Y'4m t:cnter iit�II dit��7lro�i�ms. All ailiimns t�f br:cnnlitiiioias � �-�-� �� � �eari���to I��ut�dalic�n. 2) Struciural ti���l::ht�ll h4 AS i h1 ,13k�c�r beuar,tuhe steel�;al�nnn�[nc�ied on��lans �EXISTING 11 7/8"TJI @ 16"o. O REMAIN � � � � � as�1�4.in rn�inu�il zzs 1355 r�ctan�i�lar oi Sc�iiru-c�Fwhic��shall be n500[ira�c L3 � �/ � � � M � � (I} -�€�ks�]�ir h�ttvr �nchor bullw aiad bolts shall bc�'13f17�sr bellcr. rllf stru�- �"�"� turYl 54ce1 i�lc�h�;dct iilrel,labri�t7le�l painEe� �nd erec�ul tn accc�rciance e+•�ith � � �EXISTING TOP F.F. � a Q ^ T 14ISC STf:LL C'[)N51 Rl!C'I I[)i�M,Ai<JUt#L.2f}Lf5 and Cfl6?!�C)F�S I��INDARQ I � � 80'-6" '^ PfiAf'"I�fC'I:. r11f��e.lclizag iu be p4rfoni�eci ny a�.crtiti�ci�t�el�ier zmci ca�afi�rm�c+ � � �� AISC ancl 1444'S 51 I�l1C'fl.il{Al..11i�'.L1JlN{i LUIJL-:,2UU[l,all elc�;lrc�des l��be ' z � STEEL FLITCH � � � �:i -�rrxx. a � z o �` PLATE ENDS HERE O 3) :�laca�h flonrw a•ith 3'4""I'arad G ply�vu��d witll nunin�um span rauc��nf 40/2c}or � I W J �� Z X N � l�cu�r an�t;lti�4vith I'L44J�1. Nail plvw[�n���ill7 1(7d(ir;ti"uc ln al]jnisls,field � � G �P O 6 = Gc�orc�inatctiiicE�nplin�a. 62 � �+. U6.2 (� J 4) Sf�ca�Pn rnc�fs«��i�h 3 4"plvr��oc,sl w�ith miniri�inn s�r�n rat�n�>c,f 4[],'20 or bett�r. p,6�� '<� \ � m it ul plp���o�id���i[h I{J�i ki 6' n4 tu all r[fters. It il[ers sp�i��d al 24"�n centcr rc- � � --�— � � ��tiu�€mtj��delitio�i��l la�ce 4r6'��� ��ly�vnu�nailcd In f}��i ili�r4. — — — — 2 — — —J � � 51 Ski43lfa 311 cxtu itrr���11s��illi i�"rlv«��u�i��ilf�minimutn.p,m raling t�d�?�:'�]r�r , � ' \ Q � � Lf') hc t[�r 1ti��1 with 8d(a� (i oc ln all sltids. E m 3=2 x 12 w O�P� � X N 61 I.iti c lc�ads useci fc�r d�+i�n- A � • • � � �� _ � ' -Iterof-�it}psf szauw. S� Q- � �2" Z W DF#1 6x12 KNEE � p � -iln��r-5(]psfresidcijli�il. `S� K � O '� • —�.t Q (n BRACE BELOW � �,, �� � - �� � -[)�ck-]{}0�,r Q �� , w , n > -�4'incl-4U it�ph{3 seeund�us4).L'x�i��s�ire k3. 2x12 LEDGER w/5/8" .� � � a O�,.P� � W -Eartli uakc.-f_v�i4 f°-1R('. 3'-0" 10" DIA.x 4"LAG BOLTS @ X � x ��.G��P EXISTIN TOP F.F. � +� ' ^ ' 7) �II c,onstriEui��n nu�u cc�mply tiiitki tkac 2[}12 h�ternalintjal Fiuilding Codc ais 2�_��� 16"o.c.STAGGERED � =_} HD7B w/3/4"DIA. �(�� 79'-6" 4'-0" � � ade��lecl by t}re T�k�n of Vail Bi�ile�iit�Uep.irintent:in�l the"(xeneral L'��nditic�ns ol TOP AND BOTTOM K ' � l � v A307 ROD TO BACK = th�;Cnnti��t tvd-C.'4�nslrt��tion"(A]A 17e��iiEn�nL�'1"?(}I}. All��mstructinn mi�tit bu � � � � OF FLITCH PLATE � d' Z coin1�ltitecl���itliiri ih��ol�ran�es�escrihecl i»eh�"�esiJential C'axasiructio�3 I'er- EXISTING = G � � 1 BEAM w/PLATE 1/4" J _ x Q �t �'i�nnance Ciui�elii3�4'as�repar�d hy tlte NA�fI[)NAL ASSC)CIA7[C)V UF FOUNDATI�N TO � �� 3"x 3"WASHER(2 � EXISTING 14" I @ 12" .c. TO g REMAIN � lit)tl'fF:E3L11L[71:R'^�. REMAIN ch U� 00 v � � �) .�II bcam�,joists,an�r�if��rs E�m tn b�ar i���c�rr����Ils c�r t�ean�s,or be hualg�,+ri�h � G � �TYPICAL � � M � N yJ All Siru�tur i] i��4mh� � � l�ii f f lu il� � ,�U210" � 1 � S[h'�i 5i)1� titnau�-�I ic}a ui �.r�ar a � � � J N TYPICAL \ `- O PR IDE SOLI � U P1�iCL SIlt74L11]Il lI1 - lll l� �lOCltll)1lS'�71i1�7LYI4 Y?I�r1LCL�clllC{SO�l- � `- 2 U BLOCKING 4-0"o.c. • X L 5x5x5/16 x 0'-11"w/ J � @ � por[e�,c�iarul�crrrrslruction it nr�y be»t�essarv t��tetnpnrFirtl��sliore por�iaiiti��f c� x cg � O� � v 3-3/4"DIA.M.B. c� � S� 1�h�.titiuc.turl�.tiE�il�trthc.� perrti�ms arc hcint,iomtr�o�.lc�l. Cz�nlact lh�,c.n��neei f�ar � (9 Z � P'� a�� �� e� c:��rlti�illalic�n as i4qGeir��d THRU EACH G � Z � � � ■ — _� GO�p,A� � �' � � MEMBER(2 TYPICAL) � ��'� �� � d' -' � � 7U)C��r�cra]�onlrtcd�rrisi��port�ik�Ic1'�rGdlne��i-s�c��li��f�t�nrr�cuoit�_cc�nt�i�tenKi- v� X \ ,-� O �'� � � DF#1 6x12 KNEE w '� � 1 nc.�r lar d�l ulti as r�.quir�:cl. f fic en��in�.�i is to approv� ill�;tniclur il siehs[itulirmti �o G � X �`/�� � i STEEL FLITCH w � 1 I][�4ncral L'onli icic�r i:�l0 4onr�inate all di i hrEi�m cnetr�licyns{i 4,�hiinnc}s. + �, BRAC BELOW W __ > v � P P J � -�`� PLATE ENDS 2 � pluntbing,��wers.�tc.)ltormigl�flA����s,wt�lls.r1�of�aild doi�i�dali�m�valls��illi�ap_ E - � _ _ A � . . � . . . R'� HERE ��\ � w � prc7priz�te sub �n�ntrr�c.tnr,. Cierieral C'ot�tr�etnr��res�orr�ibl�fi�r�ho ixieaiis,mcth- S� � � - - _��' � � odti lcclu�iyu�� �ec�u�nces,pru��:dur�ti c��c3�rkm uitihip.ti�ts�tnal s�htdiE�lint�an� �_ �i S� 3 - 2 x 12 . . � �/ .�c�h S�lc safc.tti tti�:n�i`�tc.d uill�this��r�a��,ut. `l�hs Gcilcral C nnU•actnr is tn 4��•ify all dnnen�ion��u�cl rl�.�tions��ul�tl�e aircfjitreti�r��l rir.i�in�.. �otif} er�einecr�,fall — _ ; cuizl7i�l�ancl��ni��sio��s he1��c.�,i��arious cicm�nt�;uf th� G�urkii��cir t�+iit�=s.uzd � � � US4 c.\ItiLI[]L,LO[]i�][IOI15�71'1(7f[O L'UI111T71,I1C111�R1U7[�l�i[�7tlllll711 l]I�IIlC��rn.jcc�, �J�� [r4ncrt�l C�mtra�ic�r i.lc�intip��l retiro��l prc��iu�;anc!�-erily�priar use�onc�prc�per G��P � i c1�5��cis:d��1 cxislii�g m��lcrial5{i�..ai�l��slc�5.cl� 1 ats e�yuir�;d hp �od�. ldetatityof �-�- Q' � � el�l l.tiltill[]t,Il]Cj��ll SltlB(:llll"�l�]77t`.Ill�?t.l"ti Ylascd u��oiro Steuctiira] ��lans,�ctails tuis3 �� J s���ci�catint�ti as prep�rec!hy[Forel��n Et.4'icsce.�11r1 cial�sl i?8-'_�-K4. `� � Asov 12),hll materi ih�.xposc.c�lo ext�ei��r aiid uo tnuist�irc�nizdiliesiis tihall l�c trcaled ti,r EX•REMA►N 1I7C5C 4'i�Y1CIlIIf1115(I.L.,CI7V[]lIC1I YfCAt[71411I,tiI31111flt„ E78lllill7�,[�E11I1�71pq�111n.,li]Clt]- T� �� � � � �� ���- � � - - �- - - �� hl�ll1Qti, �il��lltl�,I�SG.)aS I'dC�li11'�LC��7�+�;l7C�c:. ,'���11iE1lCCli1�ti Tlr C7�tC�d1IcC�@I"�71'04CCIEC� li�r ttre r4si5[ance a5 reyuircd hy ende. EDGE OF CANTILEVER FOUNDATION PLAN MAIN LEVEL FRAMING 1/4" = 1'-0" S � NORTH 1/4�� _ ��-��� O F 1