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<br />BEAM TO GUTTER <br />SCREEN WALL/SCREEN <br /> <br />DETAILS <br />ROOF ONLY <br /> <br />j <br />i <br /> <br /> <br /> <br /> <br />-- <br />SE:E: GUT-;::: _ _ <br />D "-... TO - <br />f:TAIlS F"ASCI;r <br /> <br />(4) IIl4x3' LAG <br />SCRE....S ....1 3/4'Ill <br />STAINLESS STEEL <br />....ASHER l!! EACH <br />CLIP <br /> <br />I <br />I <br />--------( <br /> <br />I <br />1 <br />f <br />I <br />I <br /> <br />I <br />r <br />i <br />t <br />i <br />l. <br />I' <br />i <br />j <br />1. <br /> <br /> <br />- <br /> <br />S - <br />E:E: GUi;t; _ _ <br />DrTAri~ F"AiCr;r <br /> <br />(4) IIl4x3' LAG <br />SCRE....S ....1 3/4'Ill <br />STAINLESS STEEL <br />....ASHER l!! EACH <br />CLIP <br /> <br />I <br />I <br />--------( <br /> <br />STRUCTURAL GUTTER <br />(2) IIl4x3/4' SMS INTO GUTTER <br />(1' MINIMUM SEPARATION) <br /> <br />SE:E: - ~ <br />GUTTE:R -_ <br />DE: TO F" - <br />TAilS ASCI;r <br />(4) 114x3' LAG <br />SCRE....S ....1 3/4'" <br />STAINLESS STEEL <br />....ASHER Ii! EACH <br />CLIP <br /> <br />3.S'x.IOO' ALUMINUM ANGLE CLIP <br />(1) l!! EACH BEAM LOCATION <br />STRUCTURAL GUTTER <br /> <br />i <br />! <br />j <br />1 <br />4 <br />.1 <br />J <br />1 <br />t <br />l' <br /> <br />I <br /> <br /> <br />SrE: ~T~- <br />TE:R TO - _ <br />Df:TAIL.S F"ASCI;r <br /> <br />NOTE, <br /> <br />(4) 114x3' LAG <br />SCRE....S ....1 3/4'" I <br />STAINLESS STEEL I <br />....ASHER l!! EACH <br /> <br />~I~---_-J <br /> <br />STRUCTURAL GUTTER <br /> <br />(4) 114x3/4' SMS INTO GUTTER <br />(1' MINIMUM SEPARATION) <br /> <br />DETAIL 0 <br /> <br />2' 5MB (SEE ROOF BEAM SPAN CHARTS) <br />(4) IIl2x3/4' SMS EACH SIDE ~ <br /> <br />(3) ItS SMS THRU CHANNEL INTO BEAM MAX. 45' <br />2 lIS'xl 1/2'x.062' REC. CHANNEL <br />OPTIONAL BEAM CUT <br /> <br />3.S'x.l00' ALUMINUM ANGLE CLIP <br />(1) Ii! EACH BEAM LOCATION <br /> <br />(4) 114 SMS 2' 5MB (SEE ROOF BEAM SPAN CHARTS) <br />l'x2' DB fD\ <br />2'x2'x.093' ANGLE DETAIL \!V <br /> <br />(2) 112xl 1/2' SMS INTO OIB AND GUTTER <br /> <br />(4) 110x3/4' SMS INTO BEAM (EACH SIDE> <br />(2) 112x3/4' SMS EACH SIDE .2::' ~ <br /> <br />BEAM ~5' <br /> <br />(3) IS SMS THRU CHANNEL INTO <br />2 lIS' xl 1I2'x.062' REC. CHANNEL <br />OPTIONAL BEAM CUT <br /> <br />DETAIL @ <br /> <br />2' 5MB (SEE ROOF BEAM SPAN CHART4) <br /> <br />2'x2' INTERNALLY FASTENED TO MAX. 45' <br />BEAM ....ITH (2) IlOxl 1/2' SMS <br /> <br />(4) 112x3/4' SMS EACH SIDE <br /> <br />(4) l14x3/4' SMS INTO GUTTER <br />(1' MINIMUM SEPARATION) <br />2 lIB'xl 1I2'x.062' REC. CHANNEL <br /> <br />3Sx.l00' ALUMINUM ANGLE CLIP <br />(1) Ii! EACH BEAM LOCATION <br />(4) 114 SMS <br /> <br />DETAIL @ <br />2' 5MB (SEE ROOF BEAM SPAN CHARTS) <br /> <br />DOOR JAMB INTERNALLY FASTENED TO <br />BEAM ....ITH (2) IIOxl 112' SMS 4 <br />(4) 112x3/4' SMS EACH SIDE <br />(4) 114x3/4' SMS INTO GUTTER MAX. 45' <br />(1' MINIMUM SEPARATION) <br />2 I/B'xl 1I2'x.062' RECEIVING CHANNEL <br /> <br />1'> AL ENGINEERING, INC. DOES NOT ....ARRANTEE DR GUARANTEE, EITHER EXPRESSLY DR IMPLIED, THE STRUCTURAL INTEGRITY OF <br />THE EXISTING STRUCTURE. <br />2,) CONTRACTOR SHALL VERIFY STRUCTURAL INTEGRITY OF HOST STRUCTURE, <br /> <br />3,) CAI.CUI.AT1CN~ ARi: BA~iD CN THE; tXI~TlNti STRUCTURE; HAVINti A a' MAX, CViRHANti 'WITH A MINIMUM Of ilc. TRUSStS <br />~"A~ED ~.' o.~.. to EX~EED THE~E "ARAME:TER~ ~PE~IAL ENGINEERING IS RE:QUIRED. <br />BTC <br /> <br />3871 TANIANI TRAIL. SUITE E <br />PORT OiARLOlTf. Fl 33952 <br />PHONE: (941) 827-4901 <br />FAX: (941) 624-2382 <br /> <br />~ ALUIIINUII STRUCTURES JlAST8R PLAN <br />[NQN[[RftG.1NC. @ COPYRICHT AI. ENCIIm:RJNC, INC. 2002 <br />AL ENGINEERING, INC. flORIDA UCENSE 17441 <br /> <br />PAGE 86 OF 266 <br /> <br />.lA. <br />