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� � ` TnBIE : Irnxn.�w SPrwS fOR SCREEN ROOf BEa►AS OF etLUwn�u� �LLOY 6063 T 6 T�IE 2: Nw�auUu uPWp�7 LENGTH FOR SCREEN w�tl wEI�BERS TABIF 3: uiNn�tJM / SCRf.1r5 fOR CONNECrNC ROOF BE�wS TO wAl1 uPRK�TS v� '^ <br /> 'FOR SAAN "L" OF BEM1; USE SCR£EN PANEL WIOiH "Mr FROu ORAM7NG. ALUIdINUM A(,IOY 6063 T-6 <br /> ALURpNU1A AIIOY 6063 T-6 Z p <br /> EXMIPLE: USING SCREEN PANE1 NIOiH "M!': SELECT UPRICHT LENGTN �H� BEAM 9ZE UPPoGFiT SIZE(MpV) IIIN. / & IGiH OF.SCREWS RECUIR£D• w �g <br /> $Cf2EEN PANEL MrtOTH �. 4'; EXA�IPLE; 2"x 3' 2"z 3" 4 / tOx 1/2' OOUBIE SHEAR � <br /> IJAX161Uid "L" FQR A Yx 4"z 0.044"x 0.12" 51�16� 23"-10" SCREEN PANEL YAUTH "V1r�4'; NAJat.IUTA 'H" f � �+� <br /> OR A 2"xa'x0.04a"xO.tY S+AB � 17-9" 2"z 4` 2"x 3' S / tOx t/2" OOUBIE SHEaR �� aa � <br /> Y+�OTH "M� 3" t" 5' 6" 7' w <br /> ONE PtECE EXTRUS�ONS fOR PVRUNS Qt BRApNG 8, 9, MNOMUM l£NGTH 'H" Z�z 6� 2�x 4� 8 , lOz 1� OOUB�E SHEAR ��w =2 0 <br /> vMO7H 'Nr 3' 4• g• 6• r 8. 9, / /2� OOUBL.E SHEAR zp �< n � <br /> 2'x 2"x0.04d"x0.1Y 2"x 7' 2'z 4' 12 / 10x t/2" DOUBIE SHEwR o< cv� �' <br /> t0'- 0' 8'- T 7'- 9" 7'- i' 6'- 7" 6'- 2" S'-10" OtaE PIECE ExTRUS1pN5 fOR UPRIp�TS g p.�qiR R,eI�S 2"x 8" 2"x 5" t4 / tOz t/2' Od.lBIE SHE�R o �.,o a' �+ <br /> 2'x 2"x 0.093" OR 2'x 3"x 0.050" EXT 2�x 2"u0.044"n0.12" 2"x 9' 2"z 5" 16 / iQx 1/2' OW6lE �'..f1EAR �J •ro W z <br /> 13'-11' 12'- 2" 10'-it' 10'- 0" 9'- 3� 8'- 8" 8'- 2" • REfERS TO EACti SIOE OF THE Cd�NEC110N OF THE BE.W aN0 UPRlC�IT o+•+ a� C < <br /> EXTRUSION ANO SELF-MATiHC BEAMS 8EA1A $PAN$ r_ 7" 6•- 6- S•_ 9• S.- 3� 4�-11� 4'- T 4�- 4� TIlBLE 4_ NINMUTA 51ZES �f SCREEN ENCLOSURE KNEE BRACES v=i� ^�o U � <br /> 2"x 2'x 0.093' OR Yx 3�x 0.050" EXT ANO ANCFIORlNC REWIRED: AI.UlA1NlAI ALLOY 606.3 T-6 tnzW�+� v z <br /> 2'x Sx 0.050" DCT 10'- 5' 9'- 1' 8'- 1" T- 5" G-10" 6'- 5" 6'- 0" BRACE LGTH EXTRUSION ANpipbNG SYSiEM �O S Z m <br /> 15'- 7' 13'- 6" 12'- t" 11'- 0" 10'- Y 9"- 6" 9"- 0' SEIF WATtNC BE�wS p'- r- Q" 2"z 2'x 0_04�" 2" N-CNANNEL W/ 3/ tO�C 1/2' E�l SIpE �W�v�a� � i <br /> rx4"�c0.044"x0.120' 5,�1$. 2�x 2"z 0.093" OR 2"x 3'x 0.0 5 0' E X T T O- 3'- 0" 2"z 3"x Q O S O" 2� H-piMIN0. W/ 3j tOx 1/2" EA. SIOE N �� � � �aD <br /> 27- 4' 23'-10' 27'- 4' 19'- 7' 18'- 2' 17'- 0" i6'- 0� 13'- 0' 11'- S" 10'- 0" 9'- 2� 8'- 6' 7'-11' 7'- 6' TO- 4'- 6" Yx 4"x 0.044'x 0.12' cmZ?v�m z W <br /> 2'�5�x0.050'x0.120� S.L.B. 2�x4'x0.044"x0.120� NOTCtI SI�AB OVER BEAM M10 UPPoC�T. SEE TABLE 3 fOR / ANO 57ZE OF SCFi�.lNS <w0�ao� �� <br /> 33'- 6" 29'- 9" 2T-11' 25'- 1' 23'- 7' 22'- S" 21'- S" 20"- 6" 17'- 9� 15"-11" 14'- 6" iS- 3" t2'- 6� 11'-10" NOiE: fOR R£QUIRED 10�1EE BRAC£5 CrtEAiER THMI 4'- 6' CAIL ENqNEER FpR 1�f�J m�y� z� <br /> 2'�c6'z0.050"x4.120" S.N_B. 2'x5'x0.050'z0.120" SP£CIFlCAT10NS AND OETaIs z a' �n `i., <br /> 37'- 6" 32'- 6' 29'- 9' 2T- 0' 25'- i" 23'- 6- sr- r 25'- Y 20'-10' 18'-10" 17- 6" 16'- 4" ta'- 5' 13'- 9' `�'^'��� ��•+� <br /> BRACE lENC7H REFERS TO FIOR120NTAL ANO bERTiCAI. LENGTH, NOT iHE �75c� z zv< <br /> 2�x7'z0.050'n0.12tY S.N_8. 2�xfi'�c0.050�x0.120� ANGLE LENC7H. wZw<-v 2 C <br /> 40"- 9" 35'-11' 32'- 3" 29"- T 2T- 5" 26'- 1" 24'- 3' 28'- 6" 24'- 8" 22"- 1" 20'- 2" 18'- 8" 17- 5" 16'- S` T'�`�F 6. N-�-�� LOADS ON SCREw$ dc BOliS AS REC.01�It�ENpED 8Y YAtrUFACTIIRERS ���z�`�� Xv��i <br /> 2�z8��c0.070�x0.224� S.M_B. 2�xYx0.0S0��c0.120� SEIF T/lPP1NG dc MACtIIl� SCR£WS IILLOWABLE LOA05 �o�v�-jz�m �� <br /> SS'�= 3' 48'- 0� 43'- 3" 39'- 9" 36'- t' 35'- 4� 34'- 8' St'- 2' 27'- 1� 24'- 3'. 22'- 1� 20'- 6" 19'- 2' 18'- 1' TEN9lE STRETIG�H 55.000 psi; SHEAR 2<.000 psi <br /> 2�x9�x0.070"x0.Z2s" 5.1A.B: 2`x8"x0.070�x0.224" f SCRE�N SWGLE SHEAR IDs OOUBIE 9iEAR Ibs 1MIHORA1I1A1 fDs - c�i ri <br /> 59'-10" 31'-10" sG'- 9" 42'-11' 39'-71" 37'- 6' 3g'- S' 4Y- 5" 36"- 8' 32'- 1' .�'- 0" 2T- 9" 25'-11' 2a'- 5" 8 33a 668 167 <br /> r�-xo.o�o-xo.3,o- s.►.�s. r=s-xo:o�o-xo.z.24- ,o s,s sss 2os <br /> 66'- 5" 58'- Y ST- 4' 48'- 0" 44'- T 41'-iQ" 40"- 1" 45'-it' 39"-10' 35'- T 32'- 6" 30'-t1" 28'- 2' 26'- 6" - 12 576 1,152 288 � <br /> SN/1P OCTRUSIONS B£AM SPANS 2�x9"x0.070��A.310' 14 734 �,�g �� � <br /> 2"xZ��c0.044" 71'- S 10'- 0� 8"-11" 8'- T 7'- 7" 7- 1' S- 8" 51'- 0' 44'- 2" 39"- 6" 36'- 0" 33'- 4" 3i"- 3" 29�- S� �/{ 761 1.322 380 f,� <br /> SNAP EXTRU510N5 S/16 1.253 2306 626 � <br /> 2'x3'zQ043' 15'- 0" 13'= 1� 11"- 9' 10'- 9" 10'- 0" 9"- 4" 8'-10' 3/8" 1,855 <br /> Z`x2'x0•044 8= 7� 7'- 5" 6'- 8" 6'- t" 5'- T 5'- 3' S'-it" �� � ��y L�S 928 O <br /> 2'x4"z0.045" 23'- Y 20`- 0" 18'- 1" I6'- 6" 15'- 3" 14'- 4' 13'- 6' U9►JG SOUTHERli P�NE S.C.. �.SS OR EQUMI.�t�1T t-1/2" EwBEDAAENT V <br /> 2"x3"x0:045' 71'- 5" 9"-10" 8"-10" 8"- 0" 7- 5" 6'-IY 6'- 7" �� ���D NTO MUST 8E A MItH61U1�1 OF 1-1J2' THICIQ�E55 � <br /> 2'x6'z0.06s' 37'- 2" 32'-10" 29'- 6" 27'- 0" 23'- Y 23'- 6" 22"- 2" / SCR£w UTER/1l SHEIU2 LATERAL SHE/�R/ ►�ETAL PUTES 1M7HORAwI1� � <br /> 2"x4'xQ04S' 17- S" 15'- 1" 13'- 6" 17- 3" 11'- 4' 10'- 8" 10'- 0' Ibs It�s �ps <br /> 2'x7'xQ078" 43'- 2" �7'- 9' 34'- 0" 31'- 2" 29'- 0" 2T- 2" 25'- 8" 1/4' 170 23$ ,� � <br /> Yz6"n0.064' 28'- 6" 24'- 8" 22'- 1' 20'- 2" 18'- 8" 17'- 3" 16'- 5" s[16 2t0 355 624 W <br /> 3/8" 240 4gp 71y W <br /> TABL.E ta M.V0IAUY SPANS fOR SCREEN ROOf BEANS Of AIUWNUM:ALLOY 6063-T-6 2"z7'�c0:078' 33'= I' 28'- 8' 25'- 6" 23'- 5' 21'- 8' 20"- 3 i9'- t" CaNCREIE SCREMIS dc BOITS W CONCRETE � <br /> DABE�IENT FAU$T BE A'MM�/1J1� pf 1-1/Y 1HICIQVESS W/ i-1/4" FROM EDC£ () <br /> fOR AREIlS SuBJECT TO IC£ ANO ww0 LOAO. �REAS NORiH Of THE SCREw dIl ,�CON�� � � �q�� � <br /> LATINOE OF JACKSONV1lLE. FLORIDA ABOVE HElGHTS DO NOT NiCLUDE LENGTH OF KNEE BRACE.. ADO VER11CAl LENGTH OF <br /> FaR 5?AN 'L" Of' B£�W: USE:SCREEN PANEL 1NDTH 'W' F'i20M ORAWWG. KNEE BRACE TO ABOVE HEK�ITS FQR TOTAL UPPoGHT HE1qiL �ps � Ibs Ibs <br /> ���' t/4" 757 319 gu �2 <br /> SCREEH PIJdEI 1MO1H ��'�': S/i6" 1.057 818 1.184 898 <br /> MAXIMtA1 �L� FOR A 2�x 4"x 0.044'x 0.12� 9/B� 16'- 1' 3/8' �.443 f,443 1,776 1,503 �q <br /> YMDTH "1Y 3' 4' : 5' 6' 7' 8' 9' � ��� <br /> ONE P�ECE EX7RU90NS FOR PURUt�tS dc BRACtNG <br /> s-x r�.oss-�.,r C�3 <br /> �.. <br /> fi'-il" 6�- 0� 5'- 5' 4'-11' 4'- 6" 4'- 3' 4'- 0" � �� <br /> 2'x Yx 0.093" OR 2"x 3"x 0.050" EXT J <br /> 9'' 9 8"- 5 T- 6' 6'-il' 6'- 4" S'-it' S'- 7" �� � <br /> EX7RUSION ANO S�1F WAiiNG BEMJ SP/WS Z <br /> Ci U <br /> 2�x Tx 0.050" EXT � F <br /> 11'- 8" 10'- 1' 9'- 1- 8'- 3" T- 8" 7'- 2" 6'- 9" <br /> z e, <br /> 2�z4'�A.0�4"�A.121Y S.AI_B. � ., � = n <br /> i8'- 6" t6'- t' 14'- 6' 13'- 3" 12'- 3" 17'- 6' 10'-ti" � <br /> 2'xS�u0.050'�A.120" S.A�LB. �� n� <br /> J � <br /> -11' 19"- 1' iT- 1' 13'- 8' .14'- 6' 1S'- 7' 12'- 9' W Q � � <br /> 2�x6'z0.030"x0.120� SJd_� Q O �..� <br /> 23'- 9" 22'- 5� 20'- 0" 18'- 4" 17- 0" 15'-il" IS'- 1" ' � o ^ <br /> 2'x7'�c0.050"n0.t2ff' S.lA.B. <br /> 28'- 3" 24'- T 22'- 0' 20'- 7' 18'- 8' 17'- 6' 16'- 6' W n �n <br /> 2'x8'xU.070'x0.224' S.AAB. • <br /> 38'- 2" 33'- 3" 29'-11' 27- a� 2S'- 4' 23'- 9" 22'- S" z � ?�� <br /> 2'x9'x0.070"x0.224'.S.M_B. ?�� T� <br /> 41'- S' 36'- 1' 32'- 5" 2 9'- T 2 T- 6" 2S'- 9" 2{'- 3" � � <br /> 2"x9'z0.070"n0.310" S.ld_B. � J X <br /> a5"-t�" 40'- 0' 35'- 5' 3Y-11" 30'- 6" ZS'- 6' 28'- 6" a a k' � <br /> SNAP IXTRtJ510NS 8£.W SPANS <br /> 2"x2"u0.044' 8'- 0' 6'-11' S- Z' S'- 8" 5'- 3' 4'-11� 4'- Y � <br /> 2'z3"xQ_045" 10'- 6" 9'- 1" 8'- 1' T- S� 6"-10" 6'- S" 6'- 1" 1 <br /> � \ <br /> J <br /> 2 x� xo.o4s' ,r- s' �s'- a- ia•- s- �2'- r ,r- s- ,o'->>- �o•- 4- � < <br /> s'xs-xo.os�- u�- s- 22•- s' 20•- �' ,s•- a' �r- o- ,s•-�,� �s'- s' � <br /> 2�x7'zQ078" 29"-11' 26'= 0� 23'- 4" 21'- 4" t9'- 9" t8�- 6" 17'- 9' � a � � <br /> ABOvE SPANS DO NOT �ICLUOE LENGlH Of KNEE BRACE- �DO HORIZONT/�L IENGTH OF �►V� �`IAM� --- .� <br /> KNEE BRAC£ TO I�80VE S?ANS FOR TOTA7. BEMI SPAN �.�,.,y� <br /> PURUN SPACINC SHALL NOT EXCEFA 6'- s- �,ox w�a n��awEss� FOR sE,w ADDRESS sH�r i <br /> sP,ws c�.+� n,�r, ,o' rf,E e�u o n�E c�� PVRUN ,,r,o o� au�m FOR <br /> EACH 10' ON EAG-I $IpE pF THE CENjER p�RUN SHALL INC�UOE UTER.�I BR/IqNG. <br /> (a8' SPnri w/ aURUriS O 6' O.C_ iHE CEt�TER PURUN arv0 2 auRLnrS EACH 50E � <br /> Of THE CENTER NE'cD IATERAI BRApNC) OtZ'A���NG IS <br /> FOR 1 PcRMIT ON�.Y <br /> � � <br />