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H <br />G <br />FI <br />El <br />DI <br />rn <br />3 <br />vi <br />v C <br />0 <br />E <br />v <br />O <br />0 <br />LO <br />0 <br />rn <br />c <br />0 <br />0 <br />0 <br />ca <br />3 <br />i <br />CL <br />E <br />T <br />s <br />.) B <br />U <br />U <br />M <br />In <br />N <br />O <br />0- <br />CL <br />t <br />0 <br />a <br />E <br />ro <br />N <br />i A <br />N <br />., O <br />0 <br />N <br />0 <br />0 <br />d <br />1 2 1 3 <br />THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. <br />NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. <br />CL BEAM <br />SEE ARCH <br />CL BEAM <br />3I11 <br />L3x3xl/4" CONT. WELDED <br />TO EACH JOIST <br />SEE ARCH 3/16" 3-12 <br />DECK 5% EL <br />DRIVE THROUGH ROOF CONNECTION (PARALLEL <br />3/411 = 1'-0" <br />(5) M2 TEK SCREWS At <br />SUPPORTS <br />CL OF <br />INTERMEDIATE <br />SUPPORT <br />(6) M2 TEK SCREWS <br />AT SIDE LAPS <br />NOTE: <br />I. SEE HIGH ROOF PLAN FOR DECKING ATTACHMENT TO <br />TRUSSES. <br />-50' DIA PUDDLE WELDS W/ <br />14 GA WELD WASHERS a b" <br />AT PERIMETER OF BUILDING <br />- 36" WIDE SHEET <br />METAL DECK <br />CL OF END <br />SUPPORT <br />TYPICAL ROOF DECK ATTACHMENT (36" WIDE SHEE <br />3/4" = 1'-O" A <br />CL BEAM <br />4 <br />3/16" I/ 3-12 <br />��L34xl/*' CONT (LLH) <br />DECK BR3 EL <br />DRIVE THROUGH ROOF CONNECTION (PERPINDICLUAR <br />3/41'= 1'-011 <br />LOCATE AT JOIST <br />�311 PANEL POINT <br />4DECK BRCS EL <br />3/6" STIFF PL EA. FACE � <br />3/16" <br />CSx115xl'-I" <br />3/81, STIFF PL. R� , <br />c3 � <br />r <br />SECTION AT BARN DOOR <br />TYP. EA. <br />3/Ib" END <br />1-1/2"0 STID. STEEL PIPE g <br />EA. J015T <br />1-1/2"0 STD. STEEL PIPE <br />HANGER a EA. JOIST <br />TYP. EA. <br />3116" END <br />CI2407 PREDRILL HOLES IN BOTTOM <br />FLANGE OF CHANNEL FOR CONNECTION <br />OF BARN DOOR CONTRACTOR TO <br />COORDINATE W/ BARN DOOR MFR. SEE <br />ARCH FOR OTHER DETAILS <br />3/4" = 1'-O" <br />CL BEAM L4x4x1/4 CONT. (LLH) <br />T/PARAPET <br />SEE ARCH r - <br />l3'x0', I1-411 O.C. O.C. AT H3'-011) <br />ARCH VENEER <br />4 <br />� I � <br />e i 3/16" <br />►� i I <br />i r JOIST/BEAM BEYOND <br />1 1/2" COMPENSATING STUD RUNNER <br />6005162-54e16" O.G. MIN. <br />IA I L <br />PARAPET SECTION AT METAL PANEL WALL <br />3/4" = 1'-O" <br />5 <br />6 <br />CL OF PANEL CL OF CONCENTRATED <br />POINT LOAD ON ROOF NOTE I <br />P <br />CL OF CONCENTRATED LOAD ON <br />ROOF NOTE I <br />NOTE: <br />1. CONCENETRATED LOAD GREATER THAN 100 L55 BUT NOT TO <br />EXCEED 300 LBS. MAX OF 2 LOADS TOTAL PER JOIST. <br />TYPICAL JOIST REINFORCEMENT <br />(CONCENTRATED LOAD) <br />CL BEAM L4x4x1/4 CONT. (LLH) <br />T/PARAPET <br />r (3'-0" O.C.Al H 53'-0'9 <br />�r <br />� L4x4x1/4 Is 1'-4" O.C. <br />(3'-0" O.C. AT H s 3'-0") <br />I <br />3/16" <br />i <br />Lu <br />i <br />i <br />i <br />I <br />i <br />i <br />PROVIDE ADDITIONAL L2x2x3J1611 <br />X-TYPE BRIDGING AT EA. HANGER <br />i <br />i <br />PL 1/2"xl"x All <br />�i Y <br />Cbx105 HANGER a 3'-011 D.G. <br />3/16" <br />i C8x115 CONT <br />' SEE ARCH I <br />GLASS FIN WALL, <br />SEE ARCH L4x3xl/4" <br />CONT. (LLH) <br />AT SIM. SECTION <br />(STOREFRONT WINDOW) <br />1/411 <br />411 <br />TYP. EA <br />END 1/4 <br />DECK 5R3 EL <br />ARCH VENEER <br />SEE ARCH <br />411 <br />VERTICAL BRACE AT CURTAIN WALL - PARALLEL <br />3/4" = 1'-O" <br />7 <br />DECK BRG EL <br />NOTE: <br />WHEN SUPPORT WIDTH IS LESS THAN 5 1/2", LAP JOISTS <br />SIDE BY SIDE AT SUPPORT FOR MIN BEARING <br />TYPICAL JOIST TO BEAM INTERIOR CONNECTION <br />1 1/2" = 1'-O" <br />9 <br />W <br />w <br />L3-1/2x3-1/2x1/4 x 0'-5" <br />3/I(o <br />L3x3x1/4 T`� P 3/I6 <br />COORD OPNG SIZE <br />W/ ARCH AND MECH <br />NOTE: FOR SPANS GREATER THAN 5'-0" USE L6x3 1/2x5J16 (LLY) <br />TYPICAL FRAMING AT ROOF DECK OPENING <br />3/4" = 1'-O" <br />CL BEAM L4x4xl/4 CONT. (LLH) <br />� L4x4x1/4 Is 1'-4" O.C. <br />(3'-0" O.G. AT H <-3'-0") <br />i <br />0 3/16" <br />JOIST/BEAM BEYOND, <br />SEE PLAN <br />1/4'1 <br />C!Y <br />TYP. EA. <br />END�1/- <br />ARCH VENEER <br />SEE ARCH <br />:1/4 x <br />DECK 5% EL <br />EA.�-;z <br />L2x2x3/1611 9 EA, HANGER <br />PL 1/2"XI IxAll <br />�Cbx105 HANGER a 3'-0" O.C. <br />3/16" <br />CSxllb CONT <br />SEE ARCH <br />/GLASS FIN WALL, <br />f SEE ARCH <br />L4x3A/4" <br />CONT. (LLH) <br />_ <br />AT SIM. SECTION <br />(STOREFRONT WINDOW) <br />VERTICAL BRACE AT CURTIAN WALL - PERPENDICULAR <br />3/4" = 1'-O" <br />DECK 5RG EL <br />10 <br />s®o®�S�®PN <br />o <br />op <br />No 64 a;�r <br />c S TAT 0 <br />,Per® <br />0) 6 <br />C Ceo <br />w CD N <br />M N1 N <br />cO 4 o <br />� , , <br />n � � <br />Vi ^ M m <br />L. cs . <br />?� /� M <br />jV M O L <br />m O <br />� L= <br />cu m <br />/� /'� a s <br />W I..L E F <br />� � L <br />Ca q Q <br />CD <br />�a� <br />I� c <br />L U2z <br />CL <br />a <br />Ugh <br />}+ N _O <br />-0u- <br />O U N <br />L fD <br />Q <br />SA <br />O <br />� O <br />O O <br />� I <br />cfl <br />m <br />� w <br />E U <br />7 t E <br />C <br />LJ_ o <br />cn <br />0 Ln <br />m w I U <br />w <br />� J <br />I— = m <br />cl- <br />C <br />O <br />a <br />.v <br />O <br />N <br />N <br />0 <br />H <br />I.l_1 <br />= <br />o <br />O <br />IL <br />D_ <br />1=- <br />_M <br />CD <br />-v <br />cn <br />CO <br />U <br />bi <br />O <br />N <br />o <br />12 1 sheet no. <br />FRAMING DETAILS <br />S05.00 SCALE: AS NOTED <br />