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� TAB�E 1- MAXIMUM SPANS fOR $((�2EET1 RQQf gEq►IS Of AlUA1MUM AL�OY 6063 T 6 T�BIE 2: AIAXIMU�/ UPPopiT LENGTH FOR $p2EEN w�11 w�gERS T�Bt.E 3: uiNn�1AI / SCR�vr� FOR COHNECTINC ROOF BE,wS TO w�.1 uPRK�TS ,n `^
<br /> FOR SAAN 'L' OF 8EM1; USE SCR£EN PANEI w10TN 'vY' FRpA pRnwING. AI.UMINUAI A�LOY 6063 T-6 al.tJ�ANUu A�.�OY 6p6.} T-6 � �
<br /> USING SCREEN PANE1 Nip7N 'y�f; $E(,ECT UPRIpi7 LENGTH �N' `O
<br /> � BEAM S1ZE UPRICHT SIZE(MIN) ►rIN_ f dc LG7H Of' SCR£lY5 REQUIRED• 3 S �
<br /> SCR£EH PANEL YNOTH �Y. a'; Ex.wat,E; 2"x 3' 2"a 3' a � i0x i/2" OouB�E 5►+E�R �
<br /> uAxiMU� 'L' FOR A 2"x a"x 0.04�t'x 0.12" S?r8� 23"-t0' SCREEN PANEL wtDTH 'VY'���; N/JOMU1+1 'H' FOR A 2"x4'xO.Osa'x0.t2" 51�8 � 17-9" 2"x s' 2"x 3' S � tOx 1/2" OOUBIE SHEAR �� aa �
<br /> vnOTH 'Mr 3" 4' S' 6" 7" �: S" 2"x 3" 6 lOx 1 2" DOUBI.E SHEAR "' <
<br /> 8 9 �
<br /> OwE PtECE EXTRUSIONS fOR PVRUNS dc BRApNG AIAXIAIUM LENGTH 't-I" 2"x 6' 2'x t' 8 / 10�c 1/2" OOUBLE SMEAR �� v� � �
<br /> 2"x 2"x0.044"x0.12" 'MDTH "Mr 3' 4' S' 6" 7' 8' 9' 2"x 7' 2"x 4' 12 / 1Qz 1/2' OW6lE SHEAR � �
<br /> 10'- 0" 8"- T 7'- 9" 7'- i" 6"- 7' 6'- 2" S'-10" Or�E PIECE EXTRUSIONS fOR UPRIGHTS dc q�p,rR R�ILS r■ � 2': 5" ta / 10u t/2' OOUBLE SHEAR �o Wg °"G+
<br /> 2'x 2"x 0.093" OR 2'x 3'x 0.050" EXT 2"x 9' Z"x S" 16 / tOx 1/2" OWBIE �IEAR �-' •o W z�
<br /> 13'-it' 12"- 2" 10'-it" 10'- 0" 9'- 3" 8'- 8" 8'- 2" 2'x Yic0.044'nQ12" • REFERS TO EACFi S�DE OF THE CANNECTION aF THE BEAM ANO UPRIGHT o`'' °i-'
<br /> EXTRUSlON ANO SELF-wATiNG BEAMS 8En1� SPANS 7- T 6'- 6" S'- 9" S'- 3" �'-11" 4'- 7" 4�- 4' 7AB�E 4: A/INIMUTA SIZES OF SCREEN ENCLOSURE KNEE BRACES �� ^�o g �
<br /> 2"x 2'x 0.093" OR 2'x 3'x 0.050" £XT ANO ANCFi0R1NG REOUIRED- A1U1.11NW ALLOY 6063 T-6 �nzH�+� � �
<br /> 2'x 3"x 0.050" EXT 10'- 6' 9"- 1' 8'- 1" T- 5' 6"-10" 6'- 5" 6'- 0' ��CF LGTH O(1F2USION ANQfOR1NG 575TD�1 ���$ z{'�m
<br /> 15'- 7' 13'- 6' 12'- 1' 11'- 0" 10'- 2" 9'- 6" 9'- 0" SELF 1�ATiNC BE�wS Q'- Z'- 0" 2"z 2�x 0.044" 2" FI-CHIWNEL W/ 3/ 1Qx 1/2' EA 9pE aWU UJq 9 O I
<br /> 2'x4':O.Ota"x0.t2a' S,M.B. 2'x Yx 0.093' OR 2"x 3'x 0.050" EXT TO- 3'- 0" Yx 3"x O.OSO" 2� H-CHANNEL w/ 3/ lOx 1/2" E.�. StOE ��� v� � 5 �`D
<br /> 2Y- 4' 25-10" 2t'- 4' 19'- T 18'- 2� 17'- 0" 16'- 0" 13'- 0� 11'- S' t0'- 0" 9'- 2" 8'- 6- 7'_tt' 7'_ 6- TO- 4"- 6" 2"x 4"x 0_044'x O.tY om=_�?m zW
<br /> 2�x3'�cO.OS0�u0.120" S.Y.B. 2'x4"x0.04-4"x0.120" NOTCH St�AB Ov£R BEAM ANp UPRIGi�1T. SEE 7A81E 3 FOR / M10 SlZE OF SCREYVS <,,��Sa � ��
<br /> 33'- 6" 29'- 9" 27-11" 25"- �" 23'- 7' 22"- 5" 21'- S" 20'- 6" 17'- 9" 15'-11' 14'- 6 t3'- S' 12'- 6' 11'-10" NOTE: FOR REQUIREp KNEE BRAC£5 (iR£ATEft TFIAN 4"- 6" CALL ENpNEER FOR ,n���a�
<br /> 2'�cfi'�c0.050'n0.120" S.lr_B. 2'x5'x0.050"tt0.120" SP£pF1GAT10NS AN� OETAILS uN�ovvi� QU
<br /> 37'- 6" 32'- 6" 29"- 9" 2T- 0" 25'- 1' 23'- 6- sr- z- 25'- Y 20'-10" 18'-10" 1T- 6' t6'- 4" ta'- g' 1.S'_ g' BRACE LENGT}1 R£FERS TO MORIZONTA� ANO vERTICA� LENGTH, NOT TFtE ,nv z=�< Wz�
<br /> z-xr�.oso-xo.�� s.►.�e. r�-xo.aso-xo.,zo- �Na� �rvc�,. WZW<o�_ �
<br /> 40"- 9' 35'-11' 32'- 3" 29"- T 27- 5" 26'- 1" 2t'- 3" 28'- 6" 24'- 8" 22'- t" 20'- 2' i8'- 8" 17'- 5' 16'- 5' T�� 6. .�LL.OwABIE LOADS ON SCRfwS de BOLi5 A$ RECpdM�NpED BY NANUFACTURERS ���Z�`�� X�
<br /> 2'z8�s0.070"x0.224' S.Y�. 2"x7"x0.050"x0.120" SEIf TAPPINC dt MApiINE SCREWS ALLOWABLE LOADS �o�v~i?�m �''�
<br /> 33�- 3' 48"- 0' s3'- 3" 39'- 9" 36"- 1" 35'- 4� 3a'- 8" 31'- 2" 27'- 1' 24'- 3" 22'- 1� 20'- 6' 19"- 2' i8'- 1' TEN9LE 571tENGTH SS.000 psi: SHEAR 24,000 psi
<br /> Z'x9'xQ070"x0.224" S.M$• 2 x8"x0.070"xa.224" / SCREw SMCIE SHEIU2 IDa �OUBIE SHEAR bs �AIiHORAwAI IDs - �i .�i
<br /> 59"-10" 31'-10" 46'- 9" 42'-17' 39'-11" 37'- 6' 35'- S' ♦Y- 5' 36'- 8' 32"- 1" 30'- 0" 27"- 9' 25'-11" 2s'- 5' 8 334 668 167
<br /> 2-�-xa.o�o-xo.3,o" s.�e. r,�-xo.o�o-xo.z2a- ,o s,s ess 209
<br /> 66'- 5" 58'- Y 52"- 4" 48'- 0" �4'- T 41'-10' 48'- 1" 45'-11' 39"-10' ,35'- T 32'- 6" 30'-11' 28'- 2" 26'- 6" 12 576 1,152 288
<br /> Sw�P OcTRUS�ONS B£�uA SPaNS Z"�c9'�A.070"x0.310' ta 7�S t,468 367 W
<br /> 2��Q'�cQ044" 11'- S' 10'- 0" 8'-11" 8'- 3' 7'- T T- t' S- 8' S1'- 0' s4'- Y 39'- 6" 36'- 0" 33'- 4" 31'- 3" 2g'- S' 1/4' 761 1,SY1 �8p �
<br /> SNAP EXTRUSIONS 5/�6� 1.253
<br /> Y�c3"�c0.043" 15'- 0" 1S- 1' 11'- 9' 10'- 9' t0'- 0" 9'- 4' 8'-10' 3/g 1.855 3,�0 9 8 �
<br /> Z"x2'x0.044' 8'- 7� 7'- 5" 6'- 8' 6'- t' S'- T S'- 3" 5'-11" MIV00 LAG SCR£W LW�OS �
<br /> 2':4"n0.045' 23'- Z" 20"- 0" t8'- 1" 16'- 6" t5'- 3' 14'- 4" 13'- 6' U��G SOl1T�lE�1 WNE S.G.. Q.55 OR EWIVR�►N7 t-1/2" EYBEDAAENT U
<br /> 2'x3"x0:045" 11'- 5" 9'-t0" 8"-10" 8"- 0" 7'- S' 6'-11- 6•_ 7' '�� ��d� �TO MUST 8E A MINIMUM Of 1-t/2' THIQWE55 �
<br /> 2'x6'x0.064" 37'- 2' 32'-t0' 29'- 6" 27'- 0' '23'- t� 23'- 6' 22'- 2" / SCR£w LATERn1 SHEnR LATER,�I. SHEAR/ MET/�L Pl�1ES 1MTHORAwI1� W
<br /> rx4-�o.as- ,r- s- ,s- �- ,s- s- ,r- s ,r- ,- ,o•- s- ,o•- o� Iba �e, ,�,
<br /> ,�a' t�o Z
<br /> 2':J'xQ078" 43'- 2" 37'- 9' 34'- 0" 31'- 2" 29"- 0" 2T- Z" 25'- 8" 2'�c6"x0.064' 28'- 6" 24'- 8� 22'- 1' 20'- 2' 18'- 8' 17'- S" 15- S' s3'/$- 240 � � (�
<br /> n2 W
<br /> TABLE lx Y.WMUM SPANS FOR SCREEN ROOF BEAMS OF ALUWNUM N10Y 6063 T-6 2"xJ'x0.078� 33�- I� 28'- 8' 25�- 6' 23�- 5� 21'- 8� 20�- .T 19•- t� CONCRETE SCREMIS dc BOLTS M CONCRETE Q
<br /> EMBEDIIENT MU$T BE A MMWUM OF 1-1/2� 1}iIClQVES$ W/ 1-1/4" FROM EpC� ()
<br /> fOR A�£AS SUBJECT TO ICE aN0 YrwO LOAO. AREAS NORTH OF THE ABOvE F1EIqiTS DO NOT IMaUDE LENGTH QF KHEE BRACE. It00 VERTIGLL LENGTH OF SCREW DlI1. 2.000� CONCRETE 3.000/ CaNCRETE p�
<br /> LAIITUOE Of JApC50NVIlLE. FLORIDA KNEE BRACE TO A80VE HEI(�iTS FOR TOTAL tJPPoGHT H�GFIT. TENSION 5!$AR ?ENSION SHEAR
<br /> FOR SPAN 1" OF BEAM: USE SCREEN PANEI w10TH "'�Y' Fi2061 ORAwWC. Ibs bs �s 1bs
<br /> ��' t/4" 757 319 � �2
<br /> SCltEEN PAN0. W�iH 'YY'.' �'; S/16" 1.037 818 1.184 898
<br /> MA7�uMUM 1.' FOR k 2'z 4"x 0.044": 0.12' S1r8• 16'- 1' 3/8' 1.443 1.443 9,776 1,503 �
<br /> wroTH 'tlll' 3' 4' S' S' 7� g g �
<br /> ONE PIECE EX7RU90NS FOR PURlINS dc BRACING
<br /> a
<br /> z-x z-:o.oss-�.,2- �
<br /> 6'-11' 6'- 0' S'- 5' 4'-tt' 4'- 6" 4'- 3" s'- 0" �z�
<br /> 2'x Yx 0.093" dR Yx 3'x 0.050" EXT J
<br /> 9"- 9" 8"- 5" T- 6' 6'-tt' 6'- 4" S'-11' S'- T �
<br /> acntusror, Nvo st'LF w�nr,c eE�w sP�r,s �
<br /> z-x rx o.oao- acr �
<br /> tt'- 8' 10'- 1" 9'- 1' 8'- 3" T- 8" T- 2" 6'- 9' r.
<br /> 2'x�'�0.014"�A.1Z(Y 5.119. .� � �n
<br /> 18'- 6" 1G- t" 14'- 6" 13"- 3� 12'- 3" 11'- 5' 10'-11' $ „�
<br /> 2'z3'n0.030'a0.120� S.M.B. J '
<br /> 22�-11� 19'- 1� 17- 1' 13'- 8" 14'- 6" 13'- 7� 12'- 9' �w O��
<br /> 2"n6'xC.030"x0.120� S.H.B. o �'.�
<br /> 23"- 9" 22"- S� 20'- 0" 18�- 4' 17- 0" 13'-11" IS'- 1" ' � � I
<br /> 2'x7'rz0.050"n0.120" 5.ld.8. rc ao a n
<br /> 28'- 3' 24'- T 22'- 0' 20'- T 18'- 8' 1T- 6" 16'- 6" W��v^
<br /> 2-=s-xo.o�o-xa.na- s.M$. Z � � �
<br /> 3s'- 2- 3 3- r z 9•-„- s r- a- s s•- a- 23•- 9- zz•- s- :
<br /> s-�-xo.o�o-xo.n4- s.r�.e. Z� �� �
<br /> ��'- s- �'- �' 32'- 5- ss'- r 2T- 6" 25'- 9" 24�- r �
<br /> 2"�c9'x0.070"x0.310' S.IA_B. o � J <
<br /> a5'-1t' 40'- 0' 35'- 5' 32'-t1" 30'- 6' TS'- 6" 28"- 6' a a k'
<br /> SHAP DCTRU90NS BEAM SPANS
<br /> Z"u2'�A.044" 8�- 0" 6'-11" 6"- Y 5'- 8" 5'- 3" a'-11' 4'- 7' .f F
<br /> /! 1
<br /> 2 r3"�c0.045" 10"- 6" 9'- t' 8'- 1" T- 5" 6'-10" 6"- S' 6"- 1" !�l \
<br /> �� <
<br /> 2 x4'rzp.045" 17'- 8" 13'- 4" 13'- 9" 12'- 7' tt'- 8" 10'-11' 10'- 4' / �
<br /> 2"rz6'rz0.064" 25'- 8" 22'- 5' ?0'- 1' 18'- 4" 17'- 0' t5'-11' 15'- 5"
<br /> 2"x7'zQ078" 29'-11' 26'- 0� 23'- 4' 21'- 4" 19'- 9" 18'- 6" 1T- 9- � 0 219
<br /> �ao� sP�r+s oo �or wauoE �cn�, oF �cr,EE eR�cE. �wo NOR�zarr,� i..ENcn� oF �10�NAIUl� .
<br /> KNEE BRAC£ TO �BOVE SPANS FOR TpTl1� BEAIa Sp/W
<br /> w� sa,,aNc sr,..0 Nor �cc�En 6'- a' �.ox wEs n�,�awEss)- FOR eE.w ADDRE�S s++�r �
<br /> SPANS GREATER TN�u/ 4p' THE BEAM O THE CENTER PVRUN ANO ONE PVRUN FOR
<br /> EApi 10' ON EACH $IpE pF THE �NTER PURUN SHAL� INCLUOE U7ERA1 BRApNC. �
<br /> (4S SPAN W/ PURUNS O 6� O.C. THE CENTER PURUN �0 2 PURUNS EACH 90E
<br /> Of T1-iE CENTER NELD IATERI,L QRAqNG) OJ�A�VIN j �S
<br /> FOR 1 P�nAAITON�.Y
<br /> � �
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