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Home My WebLink AboutB13-0101 REV2 plans APPROVED MEZZ,4NINE FR,QMING DAtE: 03/22/13 ,y�-� DRAWN: TMB-SI p�' REVISED:O6/04/13 m REVISED:06/12/13 � NEW 2x4 � I6" O.G. STUD SINGLE 2x4 RE\(ISED: 07/10/13 Q LSSU210-2 P �,1,�- y W�LL FRAMING. TRIMMERS TYPIGAL ' `�yjl Q � . � r I (3) - 2x8 (3) - 2x8 B . � `-� m • � dJ GONF I RM GROUTED GELL d� SIM. _ I O NEW 2x6 � I6" O.G. STUD x BELOW DOWN TO FOUNDATION. NEW 2x6 � I6" O.G. STUD � . � ' � , � WALL FRAMING. N +b GROUT ONE GELL SOLID IF HOLLOW WALL FRAMING. I +�L� EXISTING ROOF FRA�MING �� SINGLE 2x6 m ��'� GELL DISGOVERED BELOW. • � . �oj� TO REMA�IN O I � � TRIMMERS TYPIG `� l � N I � ' � �j . W 6x25 (DROPPED) . _ W 6x25 (DROPPED) . X X E � z J (�I N . S � , b �0 .� '� -� -� —� J � ,�� B B ��.� B {�Q` .� �c � � � J, J • BOLT NEW LEDGER TO GMU W,4LL � I X �` SIM. S 52 0 D� 5 �QO� S X �I � . EXPANSIO�BOLT'S �I 32E O.G.x 8��' W � x, x (ST,4GGERED) m - m m• • � EXISTING ROOF FRP�MING I ; z TO REM�41 N �• N I fV N , !Y U5210 TYP. cV cV R+ � 'L+ G 10 x 15.3 N `"L SU2 O P. • �� bl' F U cp �� BOLT GHANNEL TO GMU WALL W H +b� ,O � �l� (2) ROWS 5/8" DIAMETER x 6" � x �J �` EXPP�N510N BOLTS � I6" O.G. N cv cv cv I • .'�'+ (INTO GROUTED GELLS) N N � N � I +b,` � G � � U NEW 2x6 � I6" O.G. STUD WALL + MIUI I/II TYP S '- FRAMING A�BO�/E EXISTING GMU �' , � �� WALL. ?�NGHOR SILL PLr4TE TO 2 x 12 � I6" .G. -� GMU W,4LL WITH 5/s" DIA. x 8" I� � � EXP�NSION BOLTS � 32" O.G. , , . , N � X ,� 0 N � 10 I (FL SH) ' N � � U � � ��,�- � B . U52 O , P. ' N . � � � �+ ��,+ 5 U5210 P. ' �- �� r ' � ,— � L cv �+b LU52 O P. LS 21 -2 • � � 0 � }.L 2 x 12 5 } 2 x 12 } EXISTING ROOF FRAMING � � � � � � I � �. .� �. .� � . TO REMAIN O� � V � - 5K GHT - - SK GHT - � i,1� -- �- � � � ^ � � Im �I I� �I I� (3) - r 3/ x I6 LVL x 12' LONG '''' � � � � � 2 x 1 2 2 x 1 2 r � — x H2 T'rIP' � x I m I6"�O.G U52 O P. D 52 II I I OVERFRAME EXISTING ROOF FRRMING ❑ ,��'� TO REMAIN ,�,+ H2.5 TYP. NEW 2x6 � I6" O.G. STUD WALL FRAMING �BOYE EXISTING STUD W�LL. PROVIDE LSTf424 STRAP TIE BOTH SIDES AT E/�GH STUDQ � � � � � Va � � � � � � � � I� � � � � � II I II � TITI� � � � � T�1 � � � '\I � � � � � � �A/''� �1--� � � � � � � � � � � � � � �� I � I �� I �� I/4" = I'-O" NOT�: �� INDIGATES DIREGTION OF 2x12 RP�FTERS � 16" O.G. TYPIG,4L UNLESS NOTED OTHERWISE. "T" INDIGATES TRIMMER. "K" INDIGATES KING STUD. s�Er n�u��R' PAGK-OUT WEBS OF FLUSH STEEL BEAMS WITH 2x's FLUSH TO OUTSIDE EDGE OF FLA�NGES. BOLT 2x PA�GKING TO BEAM WEB WITH (2) ROWS I/2" DIAMETER M.B. � I6" O.G. � I DAtE: 03/22/13 FILE: Riva-52 DRAWN: TMB REVISED:07/10/13 QI W 14 x 82 REVISED: BEAM GOPE FL�NGE WlOxla %4" END G1�P BE�M I/4" PL?�TE 2-�"�xb" LAGS WEB STIFFENER W 14 x 82 ��16 (I/4" END GA�P AT B/SIM.) 2x PLA�TE W 6 x 25 BEAM S�GT I ON X BEAM POGKET , i (3) - I 3/4 x I6 LVL BEAM x 12' � GLUE WITH PL400 � SGREW WITH 3 ROWS LL005 LEDGERLOK WIDE FL�4NGE � \� 3 �� BEA�M II I /4 NON-SHRINK BEVEL TOP OF BEAM FASTENERS � 12" O.G. IJ lJ GROUT i i 2-3ie"�x5�� x W 10 x IQ i i a EXPANSION BOLTS s � PAIR �/" BENT PL�4TE5 EXISTING GMU WALL 2-�"cD x 6" LAGS GONF I RM GROUTED GELL BELOW 0 BlJ I LT-UP W 14 x 82 2x6 GOLUMN U � �1� � � � � 3/16 �� 0 N � �L��TIOI� � � �;� � � �� N � � � 0 � — _ ._._ — � � �4 � � �� I � � � � �� I � � � � �� I � � � � �� I � � �� '� 'L -- NO SGP�LE NO SGALE NO SGALE NO SG,4LE � � � � � � � � > 6� ❑ wi4x82 � 4" wEB � STI FFENER — � � � BEVELLED � (1, BEARING PLATE �� a GOPE FLANGE — � � 3/16 � � WSxlB �� 8 � BEr4M STIFFENERS � � UNDER WI4x82 N PROVIDE Y2" x 4" x 14" STEEL � °_ � �/" END G,4P �� T/�BS AG/�INST INTERIOR FAGE OVER GOLUMN) I� � �� I �l�� I �l�� I � I �� I � I �l� OF GMU GHI MNEY � 32" O.G. I I VERTIG?�L SPAGING. GROUT I I 3/I6 GELL SOLID /�ND WET SET 3/4" I I � � DIAMETER �NGHOR BOLTS. I � I H555x2x1/4 — This structure has been designed to meet the reqyirements of the 2012 All 2X dlmensional framing lumber to be #I Doug-fir or better. I � � � International Buildfng Gode with amendments as adopted by the Town of Vail. �" � x 8" EXP,4NSION � � �II Mlcro=lam's to be manufactured by the TrusJotst MacMlllan and conform to BOLTS � I6" O.G. ___� � All omisstons or conflicts between various elements of the working drawings the allowable stress reqyirements for a I 3/4" I.G D� Mlcro=Lam LVL. (INTO GROUTED GELL) � and/or specifications shall be brought to the attention of the Structural Engineer I I � � before proceeding with any work so Involved. The General Gontractor shall verify All connection hardware to be by the Simpson Gompany. ..\�/ r (� � all dlmensions and condltions at the)ob site and shall be responsible for the ` vy means, methods, techniqyes, seqyences and procedures associated wtth this All roof decktng to be 5/8" G-G Ext-APA 32/Ib plywood. Nail with � pro�ect. �urthermore, he shall be responsible for coordlnatlon of all work and IOd � b" o.c. at panel edges and � 12" o.c In the field _ � materials Includin those furnished subcontractors. The Structural En Ineer �� ---� � � g � g All exterlor walls to be sheathed with �i O.S.B. Nail wtth 8d � 6 o.c. at panel o � shall be contacted durtng the construction phase to make the�ob site Inspections edges and 12" o.c. in the fleld. � � � necessary to conftrm that the actual field condltions are consistent w►th the I I � � design assumptions and that the construction Is proceeding according to the All steel bolts shall conform to ASTM A325 speciftcattons. I � p plans and spec►ftcattons. I I QI � �l All steel beams shall conform to ASTM A552-50 speclftcations. � � Live Loads Used tn Design: � o � Roof 100 psf All steel channels and plates shall conform to ASTM A36 specifications. I � u \ Ploors 4o psf I I �" BASE PLATE � � `y Earthqyake Seismic Zone G All tube steel columns shall conform to ASTM A500 Speclficatlons. � � AT FLOOR � � Wind 40 mph, 3 Second Gust - 3/I6 =_� � � I � I � — � � � —� � � � �� I � � SNEET tyUNBER NO SGP�LE ��