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Home My WebLink AboutB13-0172 REV1 plans APPROVED DAtE: 05/15/13 FILE: RIva630-SI DRAWN: TMB REVISED:07/10/13 Q REVISED: ❑ U � �1� � � � � � �� 0 cv � � � U � '� Dl;�' � r .�� N � � � 0 � �� o � � _ � NEW 2x6 � 16" O.G. STUD WALL � �Q 'B '� � FRA�MING ,4BOVE EXISTING STUD "'"' � `` � � WALL. PRO�/IDE L5TA24 STRAP TIE BOTH SIDES AT EAGH STUD.Q H2.5 TYP. ��J �+6fi BE�RING WALL EXISTING ROOF FRAMING TO REMAIN ❑ O B H2.5 TY . S OYERFR?�ME '�- � . LU 10 P. . (3} /4 x.I LVL x 12' LONG . / EXI TING ROOF FR�MING X 2 x 12 � 16" .G. TO M�IN � N � 2x10 STRINGERS. NAIL � �� WITH (3) - Ibd EAGH STUD. _ + 6 . J S 10 MAINT,41N 2 Y2" MIN. DEPTH � `�+ — AR NG L (2) 2xl . —� � NEW 2x6 � I6" O.G. STUD WALL F USH . .`' p FR�4MING A�BOVE EXISTING GMU I � . ry�"b I� W�LL. ANGHOR SILL PLATE TO 2 x �2 �L �521 •G• , �j I `4jl' GMU WP�LL WI TH �/s" D 11�.�x 8" �+ j � E X P A N S I O N B O L T S � 3 2 O.G. 6 �- - P E D A T N N N N ,O �-6 ROOF � �I c 1 cv c i cv I , ,1,�I-� ,L-I- � . Tf�IR �--b�C � p� . . \\ 1 JJ �y BOLT GHANNEL TO GMU WALL W H �+6 � � I `�yl'� (2) ROWS 5/s" D1,4METER x 6" +6 � � � � EXPI�NSION BOLTS � I " • G 10 x 15.3 N NL 5U2 O P. �,� m I L 2 O I N (INTO GROUTED LLS) X �-�- � ^ � �� LU5210 TYP. �� ,� ^ �,' N U41 O � '• � ,� — _ }• } � � ^ -: -�-b I� � LU5210 2 TYP. � �I � ' m ,�y � �I �. 2 -I • 4xq � L\(L• • ��'1 � N (V = — '� �, � J X X X -f-� � — � �Q �, cv tv � m, 1��.'L � � � N � ry � BOLT NEW LEDGER TO GMU LL � � � � WITH (2) ROWS 5/8" DIAMETER x 8" EXPANSION BOLTS � 32" O.G. +p� � d? � � (STA�GGERED) � ( G �� . � �II� � � 5 � �'i�Ji ' . � I $ � `9 2x10 LEDGER WITH (3) ROWS � +�� x ' LLOOS LEDGERLOK F?STENERS � � R � � I6" O.G. � y x ' EXISTING ROOF FR,QMING m - IU52.37/Q.5 TYP. � ( - � • � I � TO REMAIN ^ . � � � i ' S � �� LSSU210-2 �� +°` � , ,� � � � - � � - � � � �� 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 SGREW NEW DORMER WALLS TO EXISTING ROOF FRAMING WITH LLOOS LEDGERLOK F�STENERS � I6" O.G. INTO EXISTING RA�FTERS. DAtE: 05/15/13 FILE: RIva630-52 W 14 x 82 DRAWN: TMB %4" WEB REVISED:07/10/13 QI STIFFENER REVISED: I/4" PLATE END GP�P BEVELLED 2x PLATE BE,4RING PL,4TE !4" END GAP GOPE FLANGE 2-�"�x6" LAGS W8x18 3/I6 W 14 x 82 BE�4M %4" WEB EA�M I S STI FFENERS i� __� UNDER WI4x82 i (3) - I 3/4 x I6 LVL BEAM x 12' �� o � r/4" END GAP � GLUE WITH PL400 ff SGREW � PROVIDE Y2" x 4" x 14" STEEL � I OVER GOLUMN) WITH 3 ROWS LL005 LEDGERLOK T/�B5 ,4G/�INST INTERIOR FA�GE 2-�"� x 6" LAGS OF GMU GHIMNEY � 32" O.G. I I FASTENERS � 12" O.G. YERTIGAL SP,4GING. GROUT I I BEVEL TOP OF BEAM GELL SOLID ,4ND WET SET 3/4" � � 3/I6 DIAMETER P�NGHOR BOLTS. I o I (3)-2x6 GOLUMN I I HSSSx2xl/4 �" � x 8" EXP�4NSION � BOLTS � I6" O.G. -__� I Q (INTO GROUTED GELL) I � � � U � ---� I �- � � � �� I I � � � I I Q �� 0 cv � I I — — � o � � � �� I � � � � �� I � � � � V 0 • ��, � '6� � ,— � L cv I I �" BP�SE PLA�TE NO SGALE NO SGP�LE �� '� � r I I AT FLOOR � � � O � 7� � � O '�' 3/I6 =__� � � I � I � � � — � � � � , � � r � � � > 6� � � �� NO SG,4LE � � 2x12 � 24" O.G. LADDER FRAMING TYPIG�4L � � � Va � � SGREW NEW W,4LL SILL PLATES TO � � EXISTING ROOF FRAMING WITH LL005 � LEDGERLOK F/�STENERS � I6" O.G. INTO � EXISTING R?�FTERS � �� I� � �� I �1�� I �1�� I � I �� I � I �l� +SZ +SZ�, �j O O - � � '� � — This structure has been designed to meet the reqyirements of the 2012 All 2X dlmensional framing lumber to be #I Doug-fir or better. N . � � International Buildfng Gode with amendments as adopted by the Town of Vail. � � � �II Mlcro=lam's to be manufactured by the TrusJotst MacMlllan and conform to ��J� �y 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. �'sr + � N II I II � and/or specifications shall be brought to the attention of the Structural Engineer � ��u � 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 +b,/r ll 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 � � � � IOd � b" o.c. at panel edges and � 12" o.c In the field �J � pro�ect. �urthermore, he shall be responsible for coordlnatlon of all work and O . � materials Including those furnished by subcontractors. The Structural Engineer „ x . ��'R�+ � � � AII floor deck►ng to be 3/4 G-D Int-APA 42/20 TffG plywood. Glue shall be contacted durtng the construction phase to make the�ob site Inspections „ � i �. � sheathing to�o�sts w�th PL400 and na�l w►th IOd � 6 O.G. at panel edges � • i �, b � necessary to conftrm that the actual field condltions are consistent w►th the cand 12" o.c. In the field. � J� ^ -� �'+ design assumptions and that the construction Is proceeding according to the +SZ �- � . �� l plans and speciftcattons. All exterior walls to be sheathed with �" O.S.B. Nail wtth 8d � b" o.c. at panel � edges and 12" o.c. in the field. Live Loads Used tn Design: � Roof 100 psf All steel bolts shall conform to ,45TM A325 speclflcations. � � Ploors 40 psf � � Earthqyake Seismic Zone G All steel beams shall conform to ASTM A552-50 speclficattons. � � Wind 40 mph, 3 Second Gust All steel channels and plates shall conform to ASTM A36 specifications. � All tube steel columns shall conform to ASTM ,h500 Speclficatlons. 2x12 � 24" O.G. LADDER � � FRAM I NG TYP I GAL � '�I\ � � � � I �� I I �� I � I/4" = I'-O" I`lO T�: SNEET tyUNBER INDIG�4TE5 DIREGTION OF 2x12 R,4FTER5 � I6" O.G. TYPIGAL UNLE55 NOTED OTHERWISE. �� "T" I ND I GATES TR I MMER. "K" INDIG,4TE5 KING STUD.