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<br /> �� /10 x 3/4" CORROSION �
<br /> 2'z2' W/ Q10 x 1 1f2" SIJS SEE TABIE t /10 z t/2" SNS O 6" O.C. WITH RESIS7IVE ANO wA$HER W '��
<br /> O 24� O.G OR.CONTINUWS �MASHERS OR COMPOSiTE PANEL HEADEU SCREWS W �S �
<br /> SNAP SECTIONS wITH t/4" V�C SCR£M5 24' O.C. SCR£EN ROOF BEA1A � W�
<br /> 3/4' 2"x2" PAT10 OR SN/�P �i/�� aa r-
<br /> BEAM SET SPApNG BEAM SET S?ACINC 2'x2" PUPo.Q�S ATTApi TO FASTENED TO BEAM W/ f �w <c o
<br /> eEn►�s w/ 2 ��o x � ,/z' 2 �o X , �/2' s+�s =a �� z
<br /> SAApNC 2 SPApNG 2 SPAGNG 2 SPApNG 2 S�AS OR SNAP BEAM ''^ �
<br /> EWIVAI,.ENT p� Zo �.�+o °f v
<br /> 1"x2" 0.8. fASTENEO TO S�AB o�+ a� "'
<br /> ANGLE �OCATION FOR SUPER GUTTER REINFORCEMENT w/ 2 /to x � t/2' Sirs y-X_ Sue FOS7 `�� qi g�
<br /> RFC£1NNG C�IANNEL TABLE 2 �n o W'�'� � Z
<br /> 2 1/8" x 1' x 0.062" �og g �� �
<br /> w/ s t8 z 3/4' S�5 2 2 wD SCR£M5 w IdM. VAR1E$ �S N V V W O���o
<br /> E�pi sioE oF Enpi eE�w � � BEAM TO UPRIGHT CONNECTION DETAIL #t c<� z�om zW
<br /> AND 6 � x 3/4' S�S � , P£�1ETRAl10N O E.�CH V A R t E S zm�c�^ Wn
<br /> �,To curr� RAflER (PR£-OR1LL) u.�s.wu� srnaP oR i/4' niRu N�����Z� ��
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<br /> BOI.i ANO 1/2� PVC FERRUIF MAX SPANS z�a'm Lni o a4J
<br /> SL OR S►1 BEAN t'x2" EXTR FASTENED O 24" O.G SUPER GUTTER S�E T.�BLE BE10w v�n��vv t Wv
<br /> SIZE VAR$S 8L
<br /> ro 2"�c2" w/ /ro : > >/2� WZW<�V Z �<
<br /> p�T 6 �.Q x 2. � �� ' 4' � 5�5 • 2t" o.C_ SUPER GUTTER / SOLIO ROOF / SCREEN ROOF COMBINATION W����H� aN
<br /> 3 /8 x 3/a' SMS J ��R O EACH BE.W 2'z2" PURLl�S ATTACM TO x:n
<br /> �C N? m �W
<br /> / BEAMS W� 2 �1O Y I IIZ N /i
<br /> REC£iv1NG piANNEl SfAS OR�SNAP 8E/W
<br /> 2 �/8" z 1" w/ _ 3" MAOE z 1/$'.THK. NOTE Yr.3� UPRIGHT W5T BE EQUNALFNT MAXIMUY SPANS fdR SUP£it(iUTTER M�D 57.18
<br /> 3 /8 z i/2" Sr15 STR�P AT E.tp� BEI�u NOTCHED FOR Yx2" ROOf vNTH SCREE7rED ENCLOSUR£ ONE Si�E ANO SOUO ROOf 01HER S�E.
<br /> EAC71 SIOE Of BE.W PURLlNS R£FER TU BEAY OVERIAP CONNECTION ALU�IWU� AL1.OY 6063-T6
<br /> S�A6 CONNECTtON TO SLIPERGiJTTER sa��5 ar v�wous e�w T'� a oR cuss�T voR sPu+ '�' oF e�: usE sc�N PM,a. wmT►�+ w � ow�w+Nc.
<br /> 2' X 2' = o.o�' � ro uawcHr s+zEs oa+o� x x x �a�a �. - �n � sc�� e�u �+ch+ + �/z oF sow RooF sa,w
<br /> W� 4 /$ x 5�4� 91S ANO P0551B1£ SCREW PATTERNS EXJWPLE: 4i�(SC�EN BEAM MAOTH)/2 � 22�: 22�(SOlJO ROOf WIOTH)/2 � il•
<br /> 2 '�4 n�x' ean E''cr+ BEAM TO UPRIGHT CONNECTION OETAIL 2 F� YX e": o.oso": 0.�2' sus ac s' sc w�c. sP�w - �a'- r ;,
<br /> s�oe o�a�+ e�w � �wn � sc�N ,o• �r �s• ,� ,s' zo' 22'
<br /> - z �z wo scr�ws w/ ww. souo r r r r r r r
<br /> Si. OR SLI BE/W � PENETRATION O EACH RAfTER BEAMS dc 4" 51JP£RGUTTER
<br /> S1ZE VAPoES (PRE-DRN.1) Z"�c2' PURUNS ATTACH TO 2"�c6'rz0.050"u0.120' 16'- 3" 15'- II" 15'- i' 14'- 8" 14'- 2� 13'- 9' 13'- 5 -
<br /> - BEAMS W/ 2 /10 x 1 1/2" 5►15 3 4' UW. SPACA�/G �
<br /> ) / rxrxo.o�.s-�o.,�- zo•-,�- so•- r ,9•- e- ,9�-,0- ,a•- r ,r- 9- ,r- s- ��
<br /> SEE TABL£ 3 FOR NUMB£R �� z-=r�o.o6s-xo.��o-
<br /> 1' x 2" 0_8. ��T i��2" MO 5�£`lYS O 24' O.C. OF SCRfwS P£R CONNECT �e •� W/ I SfJW Ut5£RT 23'-10' 23'- 0' 22'- 2" 21'- 6' 20'-10' ZO"= 3" 19'- 8" W '
<br /> • • 3�4' 611N_ 5?AC1NG 2 x8'�cQ.072'x0�24' 25'-11 Y4'-11' 24"- 7" 23- 3' 22•_ 7� 21'_11' 21'_ 4' ¢ C-
<br /> cur� '-� • • • • • r�e��o.on��.nr 30•- s- ��- �' zs�- �' sr- r �-- a' ss•- r 24•-,r
<br /> �c�rv+Nc ct+�. ;,•,_' •-•.; " Z �
<br /> 2 t/8"x t' w/ 3 f8 x t/2" 7/8" fE�E w/ 3/8" : 8" • • 8E�u5 dc 5" StJP£RCUTfER
<br /> SLiS Ej,p� SIpE pF gE,e,W O 24' O.G lAG SCREw5 NO� 2"x6"u0.050"z0.120' 17- 8' t7'- 0' 16'- 5' i5'-11' 15'- 5' i5'- 0' 14'- 7' O � ,'�
<br /> SCR£W PAT7ERN Fpt 7HE 7 Q � �
<br /> TYPI C A L S L O R SM BEAM ANO GUTTER CONNECTION � �p R.�C� ���p.�p ' CiJT FOR PLAIE OOtutECTiON Yx7":0.065�z¢124" .22'- 9' 21'-11' . 21'- 2' 20'- 5� 19'-10' 19'- 3" 18'- 9" �
<br /> SMB wILL vARY fRdA TFIE (PIATE 1NSIOE BE.W) 2"x7'z0.062"xQ120'
<br /> SHONN_ SAuE NU�BER ANp w/ I BEIW �ERT 25'- S' 24'- 6" 23'- E" 22'-I1' 22'- Y 21'- 7' 21'- 0"
<br /> SPACB�IG APP[JES 2"�B'�A.072"n0.22t' 27'-17' 26'-10' 25'-t1' 25- t' 24'- 4' 23'- 8' 23'- 0' a �-
<br /> Pt.JaTE TO BE SiwE w�11 SPUCE TO B£ LOGITED 1/4 TO 1/3 2"X9":C.o72"�.22�' 32'- S" 37'- 2" 30'- i" 29'- Z' 28'- 3" 27- 3' 26"- 9" �F
<br /> n'"a°''Ess ''`S e�w a�u sa�w ,wo sr,►�u E�r+ TYPICAL SlDE PLATE CONNECTION DETAIL 3 �
<br /> o�u���oR"�a�r �� oF sa.F W�rs�,c eE,w � _ , �
<br /> e�w saucE sH�u. eE uaa. a-� z' a-� z' �- wax. , ava�rc� � r,�,Es �+�� eR,�cwc 2'x2"xo_�zs' , �
<br /> Of d-�C�MS�T AND EXTRUOED ANGI.E T-6 ALLOY -
<br /> 2(E-1 N LENGIH 3/s t • ♦ + + r � ♦ TR1�A 1/4' OfF LEG BEAl1 1NOTH� ' t=.i A .r
<br /> N#1_ PER SPUC£ BENT P 3/4'�Q 3/�"z0.062" COh2ECT X'�Q; TO BE/UI •• a er�
<br /> TOTAL / 40E Of SPLlGE . �- d�NEN.'�iT OF BEA11 � !8 /r SYS _ O r� Y
<br /> 2" x4' 4 � 2 + a � ♦ + ♦ ♦ -
<br /> 2' z 5" 4 / 2 3/4 � w�Ht2rE� xP£RnE�►5 MBER }- _ � � ��( --- � � � °�° �'
<br /> 2" x6" 4 / 2 1' MAX 2 /6x3/4" 5115 � • � �..v
<br /> 2' x T 6 / 3 � CUT BE/W � • J� � �' c �
<br /> 2' x 6" 8 / 4 OENOlES SCREw PATiERM ` s ao o�,^�
<br /> 2' x 9' t0 J S NOT NUAtBER Of SCRE`NS �" '.Xi � _.^
<br /> 1"X2" QC1R. FASTENED TO � BEAM 9ZE VAR1E5 4 /10x1/2' CORROSION R£S�STivE Z Y z W..
<br /> TYPtCAL BEAM SPUCF DETAI� 0 2s-aG o : i �/Y 5115 �`� 6£NT P 2��/4� �5 srTO POST Faa sP,ws cr�w�a na,w so�-o- w,►sf+� HE,�nEn scRenS o � � Q
<br /> �T 5 /a X 3/4' s�s a�ro eF�►►� LATERAL BRAC1NG OETAtL m � �`�
<br /> 2- x z- aR r x s oR r s�e aosT � � J "
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<br /> a a �
<br /> Af4p�i0R 1� x 2� z0.044� PIATE OPTTOHAL CflNC. G�P ANCHOR ALUMMUTA f'R�WE
<br /> TO CONCR£TE M�fTH 1/4" z 2 1/2" 2" x 2' z 1/S" MIGLF EACH SIOE B�Op( OR BRIpC �` r� TO WALL OR SlA6 YMiH
<br /> CONCR£1E ANCNaRS MATHtN 6� Of ATTACH TO POST AN� CONCR£TE 1/4"x 2 1/2" TAPCON OR
<br /> EAGtI $iflE Of EACH POST O 2�" AT LOAD BEI�R7NC WALL wiH 1 /i BAR CONT_ EQIfILL. 6" TAPCON SME OR
<br /> O.C. �+1/1X OR THROUG�-i ANGLE O 2 /10 x 1/2' S�.15 EACH 516E `� NOiE: NO fOQ11NG R£QUIRED OCCEPT WHEN AOORESSiNC ER0510N �
<br /> 24' O.G 1/AX AUJ�11NU6t SiRUCTUFt£ .�,-- :- � OECK OR 8" x 8" x 16" BIOCK WALL 2'-0" MM. MIN. 2500 PSI CONC. W/ �
<br /> F007tNG 2500 � BEFORE SLOP£ 6x6-tOx�O ww. riESH OR 1
<br /> t' x 2" EXTRU51aN GROUt� lVl.
<br /> u1N_ 3 1/2" AAS 2300 PSi GONC. CONCRETE 1Nif1 �1AX O�FFERENTIAL '12" FlBER wE� �,�. �N 0 215�
<br /> 6x6-1Qx10 w.w_�. OR FleER ►�ESH � 1 1�8'� LIIN_ IN GONG 1 /5 8AR CONTINUOUS IN Sd� HEiC,t1T i /�4 BAR AT CORtrERS ANO t /3 BAR CONT. i /4 BAR CONT.
<br /> -8- • _ , a•-o• o.c� Fu cEu.s ,�rw 3 ,/2' _ .a+- � _ �2'+--- .,,__._
<br /> � =-- -$- ��..:��: �r+oac auT e�oac roa
<br /> . ,. : . � �- �- couzs� �ni 3000 � s�+E�r �
<br /> a� Roac ca�cr�� ,�,� ���«�o«g -8-
<br /> �_ MIN_ 2 i/2� OfF GRWNO � '.'12� � �o�ea�wE vrt r[sN �
<br /> VAPOR 8A1�2fER 2 /4 8�R5 MM. 2 1/2' FU,T AOPE / NO FOOTWC AAOOERATE SIOP£ FOOTING STEEP SLOP£ fOOTiNG �
<br /> ALTERNATE POST TO BEAM RIBBON FOOTING � �� o - 2"/t2' 2"/t2" - t'-to' � t'-�o'
<br /> ANO PLATE TO CONCR£TE FOR SCREENED 'ENCIOSURES KNEE WALL FOOTING FOR SCREENEO ENCLOSURES S�AB OETAI�S A�ORESSlNG EROSfON pf C�
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