Laserfiche WebLink
<br />'Z"It'II/S"16" ~ Uehonnel.B. <br />AI10dles 10 llillstll\9 b\i~"II'" 4-3/8. <br />109. or wood W1lh 3" 1/4 CI1Cl'or. <br />If COl\Ct .1.. <br /> <br />.. 2",2"1 1/8..6. l.on9 U chcrtlel "s" attoc:/'JeS to <br />Z",~ <br /> <br />~ <br /> <br /> <br />DOWN BEAM CONNECTION TO 'MLL <br /> <br />2".2.".l/a",.a" \onQ al"lQles 'eo" <br />Allocn 'a IOlelO wl,h 2 - 3/8 <br />D<)S at each 0tlQ1e ea. Side <br /> <br />I <br />I QUt1er I <br />___I <br />@) <br />@) <br />@) <br />@) <br /> <br /> <br />Z"12.x 1/8"IB"IO~ an-Jles "A" ~h 10 <br />2".6" smb wdh 4 - no 10 SIN at eadI a>gle <br />eoclI sid.. <br /> <br /> <br />DOWN BEAM a::N'-ECTION Ei'LARGED <br /> <br />zead SMa See Tatle I PAGE 3 of 3 <br />SCREEN SIDB <br /> <br />2"xd SMS See Table 3 <br />PAGB ) of J <br /> <br />"A", ~ GUller. 5MB d <br /> <br />"S"'O.erholl9 dorrens.on <br /> <br />~ <br />"A" <br /> <br /> <br />2" I Channel <br />OR U CHANNEL <br /> <br />2"16. 5MB min <br /> <br />"S. <br /> <br />2".2. pur I IllS attached <br />to beorr.lIIII2 n"'OI <br />1 " sm. <br />Olt SNAJ' 81WC <br />BQUIV. <br /> <br />2" SMa <br /> <br />N.,OI3/4" SMS 3/4"0.c. <br /> <br />2")(2" AND 2")(3" KNEE BRACE CONNECTION DETAIL <br />TABLE., /'IUl/'1U/'l SIZES"" POOL eICLa~!I~' !!., ~~~U <br />__.u - MQ-~~I.!Q!!.!!9 ~n~i!\Irl 19t1!:t ~y.u <br /> <br />@~~'_~'!TRUSIU. <br />2'- ,. 2". 2". o.ur <br /> <br /> <br />... <br />... <br />o <br />... <br />N <br />\:I <br />~ <br /> <br />;x <br /> <br />ii <br />~L- <br /> <br />Alum",um beams Iyp <br />PAGE 3 of 3 <br /> <br />Deloll 2 Iya. <br />PAGB 2 of 3 <br /> <br />0e1011 2 'YO <br />PAGE 2 of J <br />Cables Iyo <br />sn s<;l\eOule. <br />2"12" tholr rJtI 'IP. <br /> <br />~l'" <br />.2 w <br />N 0 <br />. '" <br />D <br />)2 i>I <br />: ~ <br />CIl lit. <br /> <br /> <br />Grode <br />2 of 1 <br /> <br />Detail 3 'yp. <br />PAGE 2 of 3 <br />TYPICAL DOME ROOF ELEVATION <br />NT.S. <br /> <br />TYPICAL FLAT ROOF ELEVATION <br />N.T.S. <br /> <br /> <br />EXIS'lllQ structure <br /> <br /> <br />Aluminum beams <br />See t able I <br /> <br />AlumInum beams <br />see lObi. I <br />PAGE J of 3 <br /> <br /> <br />Screen Iyp. <br />Cables 'Yo. <br />see scheOJle <br /> <br />'.12" It\l. <br />Alumrvn upl"ighlS <br />See table I <br />Cone. slob and <br />lOOlinQ. Iyp. <br />Set table 2 <br /> <br />TYPICAL FLAT ROOF ISOMETRIC <br />NIS. <br /> <br />Self motll"lQ begm <br />See Tobie I PAGB 3 of 3 <br />~ S~lid phS I-()S denote <br />....----- 2 13 tJIlr"lhl stle" pollen. <br />~n screw HOS denat. <br />Z x 4 .1.P''9h1 and larQ1lr <br />we", paI1ern. <br /> <br /> <br />A!!~Qum!!l' <br />J" K-OIAJII... 'I 3-# 10/ 1/2. IAClI .1D. <br /> <br />NOTE' Strew paI1ems ore tor generollocotlon and srocon<;l ood <br />mon. upright re:jUfed 10 ocllleve morTl;!nl conncc'lOI'I Th. <br />cenle< column of SCthS should be deleted whejl Wof <br />possible scrhS req.xtd <rd every olher scr. pl. for flI!her del <br />BEAM TO UPRIGHTCONNECTION DETAIL ~ I BEAM TO UPRIGiT ca-JNECTIOlN DETAIL r\f 2 <br /> <br />NOTES FOR RIGID CONNECTION OF DETAIL W I. 2. 3 <br /> <br />TO S'- '" 2'1' s." o.osr 2" K-OIAJIUI. " 3-# 101 1/2" IAClII1D. <br /> <br />TO "-'" J". .." o.osr '0TCIl JIIlI OUll UNI . UPJlllllfT ,a <br />tAJIU , roll '/ . liD 0' KUn <br /> <br />TO s'- '" 2." ,"" O.U" INlJ All AJIOn .onr <br /> <br />RE\1S1ONS <br /> <br />LA WRENCE E. BENNETT <br />OVl ENGNEER t DOOOPI.4ENT COOJLTANT <br />P.O, BOX 4368 S. DAYTONA, fl. J2121-4368 <br />PHONE: (904) 253-9960 <br /> <br />STD MILL TO reE APPLIES <br />VA - 000194 <br /> ..uTS THE REOUIRDlENTI <br /> / Of QW'TEI\ 12ll$ sac tm eo <br />DRAWN: lb SHEET # <br />CHECKED: liB <br />SCAlE: 1 <br />DATE: 6/18/9 3 <br />.1001 SEAL CF <br /> <br />TYPICAL DOME ROOF ISOMETRIC <br />N.T.S. <br /> <br />NOTE' 2"13" UeroQlht must be notched <br />fot 2". Z rOlof poslons. <br /> <br />'.12.,.,1 fastened 10 Z"IZ"""lh <br />N"tOx I V,"SMS or 24.0.c. OR SNAP !tAM <br /> <br />Z"IZ. roslins otl9fhlobeools BOOIY. <br />",dh Z ,.'0 II VZ $IrIS. <br />~4. I1Wl spoc:lll9 <br /> <br />o CuI for averlop <br />o come<:hon <br /> <br />2"12" potlO Of ~noo <br />fgsl~ to beam ",/2 <br />Ne lOx 1" SMS. <br /> <br /> <br />DATE <br /> <br />DESCRIPTION <br /> <br />2"14" 5MB <br />2 '1'5 SMa <br />2 .6. SMa <br />Z . 7 SMa <br />z.a SMa <br />Z 19 SMa <br /> <br />I"x~"a.b or snap lostened <br />102IZ"",/N.tO. 1" <br />SMS of 24"0 C. ot conI. <br />snap SedlOnS., <br /> <br />1"1' Z" ab. klsleoed 10 $M8 <br />"'/Z NOlO x 2"$MS <br /> <br />Z"I$M8 FI:lst See Tab. 2 PAGK 3 of 3 <br /> <br />lDlDlD <br />:e::e::e <br />"'Iflll) <br /> <br />"",;,.;-, <br />. " " <br />. . <br />NNN <br /> <br />S~ Table 3 101' r-lmber <br />01 scr~ per ccmecl. <br />PAGE 3 of J <br /> <br />TYPICAL SIDE PLATE CONNECTICN DETAIL NO 3 <br /> <br />2..3" Upr'\jhl must be notChed 10 reach IO'P of beam '0 acIloeve rogod connechon. <br />2. N- of screws lnJSl be as sro- SPOCtlQ 3/4 '".3/4. mll'l. sP<l'lI"l9 and pallern may YOt'/, <br />3 See Table 3 tor N- of scrus CJld rI1ItlImurm Sll. of upn\jhr I beam conoectoOn <br />4 H<< toeoo self t~ ~I'd or. on Cl(;(;eploll'le sob~htule f~ SM S <br />S IF BEAM IS NOTCHED TO RECEIVE UPRIGHT <br />ADDITIONAL SCREWS ARB NOT REQUIRED FOR <br />2.x 3" UPRIGHT. <br /> <br />WHITE ALUMINUM <br />d.b.a" <br />Aluminum &lilding Systems <br />1107 N<tth Thomos Rd., L&esburq Flond<l.t. 32748 <br />Phone: (904) 787-n66 Fax. lOO<<) 787-9329 <br /> <br />'" <br />... <br />o <br />'" <br />IIol <br />~ <br />Ilo <br /> <br /> <br />Grode <br /> <br />Oeloil PAGE 2 of 3 <br /> <br />Scr~ It\l. <br />Cables typ <br />Set schedule. <br /> <br />. <br />25. <br />':=x <br />z' <br />III <br /> <br />Oeloi I 3 fyp. <br />PAGB 2 of J <br /> <br />TYPICAL ~SARD ROOF ELEVATION <br />.T.S, <br /> <br /> <br />Aluminum columns <br />Typ. See hilI, toble. <br />1)IIl <br /> <br />TYPICAL MANSARD ROOF ISOMETRIC <br />IU.S. <br /> <br />NOTES- <br /> <br />"w.. Screen panel spoconQ. <br /> <br />"Lo" MaximUm ~om SPOO "ithoullonee brote <br />odd lell9lh of hne. brace 10 span from spon <br />lobles. <br /> <br />"H"' Maximum \!pri\jhf heights. <br /> <br />.SW'" Side walls con oe framed <br />w,thOu' top beam and con be <br />smallest ulruslQIIS allowed ,n sporo <br />Iobln (mill 2"IZ..0.044.) <br /> <br />'fABLE 1 PG 1 of 1 <br /> <br />3/4" mill. SpQelllC). <br /> <br />Cut fOl' plole camection <br />(plale lOSIdt beam) <br /> <br />NOTE' Screw pallern for <br />Ilta connectIOn usillg <br />notChed srrb WIll vary from <br />lhe shown some. no and <br />spacing oppl its, <br /> <br />ALL 'lfOIlIlATlO. AND DETAr LS CtlITAIUD O' THIS DRAWING IS THE <br />PPOPEllTY 01 LA.Run E. URlm AID /lAY ROT BE IlEPIlODUCf-D/COPIED. <br />01 USEII .. AI' /lAIIEll WITHOVT HIS HUTTEN PEMISStOH. UFOIlMTlOI <br />" lOT 'ALlD ..ntOVT rlr. BUUT"S IICUTVRE ARD EI'IDaSElI SEAL 01 <br />A IIASua FILE rol't' BELOIClla TO THE PEIlSON USING A COPY 01 THIS. <br /> <br />