Laserfiche WebLink
A <br /> / 1"x2' SNAP EXTf2U510N5 TO SELF yAT1NG ggny SQ110 COvERS ATTACHED YMhI 2 /10 x 3 4 CORROSION � � <br /> / //// 2 x2 W/ /70 : 1 1/2" 9�IS � T�,g 1 /10 x 1/2" S�AS O 6" O.C. WI?H RESISTIVE ANp wASHER ,,�i '�i7S <br /> O 24' O.k OR CONTiNUWS MASHER$ OR COMPOSITE P�NEL HEADED SCREwS � ^S � <br /> sN�a sFcna�,s w�n� �/a- uc sca�ws za- o.c. � W� <br /> 2"x2� PURLJNS ATTAC1i TO . 3`�• 2�x2� PAT10 OR SNAP SCREEN ROOF 2£AM �� aa � <br /> BE.�,►a SET SPApNG 8EM1 SET SPApNC / f ��., �c o <br /> BE/WS W/ 2 /10 x 1 1/Z' FASTENED TO BEAM W � 2 <br /> SPApNG 2 SPApNG 2 SPACu�1C 2 SPApNG 2 5y$ pR SNqp gEAM 2 /10 x 1 1/2" 9A5 = c�� M � <br /> EOu1v,uEN T a q �o W o ��y <br /> ANGL� LOCATION FOR SUPER GUTitR REINFORCEMENT �"'�� �•B• FASTENEp TO SMB oW ;,o Wp � <br /> M/ 2 /10 x 1 1/2" 51�IS �s� a� O� <br /> REC£iNNG CHANNEL �ABLE 2 S1IB PQST y Z y W Z �� <br /> 2 1/8' x 1" : 0.062" <br /> z�og g� z a <br /> p U M' <br /> W/ 4 /8 x 3/4� SMS VARIES WU Wo�S � � <br /> E�ai StDE OF Ewpi BE,w P£�E����� uM• BEAM TO UPRIGHT CONNECTION DETAI� #1 omZ=��m z,., <br /> ,wD 6 � x 3/a' S�.�S y�RtES < �o-� ��+o <br /> INTO GUTTE.R ' ' RAflER (PRE-ORILL) ALIAdPIUlA S T R A P O R 1/4" iHRU �O g��< � <br /> s� oa sW e� ea r �wo ,�z- avc �� MNc. sa,ws =<�m����� <br /> SIZE VAR1E5 1"u2' EXTR FAS7ENED O 24' O.G SIJPER GUTTER SEE TABIE 8£LOW �v��Z�� WZ <br /> ro 2'�c2" w/ /ro x � �/2' W W<ov z �< <br /> so�r 6 na = Z. � �� sus • 2s• o.c� SUPER GUTTER / SOLI� ROOF / SCREEN ROOF' COMQINATION ���Z�N< `� <br /> 3 /8 z 3 a' SNS � O EAdi BE,w ` `�� �� � x`� <br /> � c�1TTER Z x2" PURL]NS ATTACl�1 TO �p inz_ m�,+W <br /> R£CE1VING CrIANNEL BEA►t5 W/ 2 /1O Y 1 1/2� N n <br /> 2 1/8� x 1� IY/ NOT� 2��c3" UPRlp1T NUST QE ' ' EWry,y�N� �µ Y/W11UY SAAN$ fOR SUPERpJTTER AND SMB <br /> 3 /8 x t/2' SM5 3' wtDE : t/8' THK <br /> 57RAP AT EACFI BEIW NOTpiED fOR 2"x2" ROOf M1TH SCREElIED ENCLaSURE ONE SiDE ANO SOUO RQOF OTHER S�E i <br /> EAC�i SIDE OF BEA►1 PURLINS REFER TO BEAN OvERLAP COIiNECAON ALUYWUN ALLOY 6063-T6 <br /> SMB CONNECTION TO SLlPERGLITTER �,�5 � ��� � r,� 3 � a�ssEr voR sa,w •�- oF e�u; USE SCREEN PANQ, YNpTH � fRpd pRA1MNG. <br /> z' = 2' : a.o�' �wc�.E ro uawcHT s+zEs oErro� x• _ �aw � - �/2 oF scr�� e�u �cn� + �/2 oF souo RoaF sa�w <br /> w/ + �a = 3/+' s�s �r,o PO551@lE SCREw PATTERNS EXAMP�.�.� a4��x�N e�,w w�on�)/z - 22': zz(sa�o aooF wroTM�/2 • �r <br /> z �/a' n�u ean Ewa�+ Foa Yx 6-: 0.050-: o.,z- s�e ec a- sc M�x. sP�w � ,3•- r <br /> s�oE o�a+ e�w $EAM TO UPRIGHT CONNECTION DETAIL y2 �o�w ,u�„ sca�, �o' t2' u' �� tg 20� 22• " <br /> - s �s wo scr�ws w� Mo�. sauo r r r r r r r <br /> SL 4R SLI BE/1N �� P£NETRATiON O EACtI R�1fTER BEAMS dc 4" SUP£RGUTTER <br /> StZE vAPoES (PRE-OR1L1) 2'aY PURUNS ATTACH TO 2"x6"rz0.050"rz0.120" 16'- 3" 13'- 8" 15'- t' 14'- 8" 14'- 2� 13'- 9" 13'- S" <br /> BEAA15 w/ 2 /10 x t 1/2" 51�S 3/4' ►Iw. SAAGNG Z'xTxQ063"z0.12a' 20'-11' ZO'- 2' 19'- 6' 19'-10" 18"- 3' 17'- 9" 17- 3' j- <br /> SEE TABLE 3 FOR NUMBER ` 2':7'aQ062"n0.120' <br /> �' x 2' 0.8. SOfF1T pOx2" w0 SCREwS O 24" O.C. OF SCREws PER CarNECT •�e ��• w/ � BE� 1NSERT 23'-�0' 23- 0' 22'- 2" 21'- 6' 20'-1a' 20'= 3' 19'- 8" W ' <br /> _'� �n� �� � 3/4' AeN_ 5?AqNG 2"z8"�c0.072'x0.224" 23'-11 24'-11 2�"- 1' 23'- 3" 22'- 7' 21'-11' ?7'- 4' � C- <br /> • ♦ ♦ • <br /> R£C£IV1NG w/ 3 /8 x t/Z" 7/8� fERRUIE w/3/8" : 8" :�^' �: BE�AtS dc S"x0.$UPf'RCUTTER2" 29'- 1' 28'- 1" 27'- 2" 26'- �" 25'- 7' 24'-i t' z ¢ 3 <br /> Si1S EAC�I SIOE OF BEAM O 2t" O.G LAG SdiEYMS NO� 2"x6"rz0.050"�c0.120' 17'- 8' 17'- 0' 16'- 5' 15'-it' 15'- 5" 15'- 0' 1s'- J' Q �p C <br /> SCRf1N PAT7ERN FOR 1HE <br /> TYPiCAL SL OR SM BEnM ANO GUTTER CONNECTION Co�ECT1oN ttSa�G t+OTdiED � CUT FoR Pu►TE COra+ECTtOt+ Z'x7'�.o63��0.�2� 22�- 9� s��-»� 2,�- r 20�- s� �9�-�0- ,9�- r ,s�- a" � <br /> 51�B M1LL vARY FROu THE (PLATE R�90E 8E/w) 2"x7'x0.062"xQt20' <br /> SHONN. SA11E nU11BER AND w/ I SE.W MSER7 2S'- S' 24'- 6" 23'- 8" 22'-11' 22"- 2� 21'- 7' 21'- o" <br /> SP�pNC APPUES 2"x8'�A.0�2�x0.22t' 27-it' 25-10' 25'-11� 25'- 1' 24'- 4' 23'- 8' 23'- 0� a �- <br /> ��� � ��w�'V' SPUGE TO 8£ LOCIITID 1/a TO 1/3 2"x9"�c0.072"x0.224' 32'- S' 31"- 2' 30"- 1' 29'- 2' 28'- 3" 27'- S� 26"- 9' �� <br /> ���� ��T ����u MA�G�� E� TYPICAL SI�E PIATE CONNECTION DETAIL �/3 � � <br /> BEAY SPL1C£ S1iALL BE 1ARd. .E-r 1/2� ,.T d-1�2�{, 1' YA7L <br /> PURLRtS PO2 TABlES INlERN/1l. BR/1C�IG 2"�Q"n0.125" c� <br /> Of d-1 FEK�IT ANO EXTRUOED AN0.E T-6 ALLOY �- <br /> 2(d-t/ � H IENGTH 3/a . . . . . . . . TRIA1 1 4' OFF LEG BEAN rMOTH W w <br /> ►tlN_ �w5 PER SPUC£ CONNECT 2"x2' TO BEIW / _ Y <br /> � �- d�HE1G�lT dF BEAM BENT P 3/4"�Q 3/4'x0.062" / /a /'2' SYS �� $ �.n <br /> TOTA� 9pE Of SRlCE / W 2 x 1 t <br /> � n � <br /> 2� : S� 4 % 2 S/4 a a a � a • • �/ CONNECT PERII�ETER 1�EIA8ER i � 1 � � �ri <br /> 2" x r 6 � } 1' MAIL 2 /8 : 3/4' 915 � w/ 2 /S x 1 1/2" SMS �- _ � i ' --- �+ �^� <br /> 2' x 8" 8 % 4 OENOlES SCR£M! PAT'TERt� _� �T �'�'M • } � �o� <br /> � ao a �p <br /> 2' Y 9" 10 J S NOT NU�IBER OF SCREM5 W �� <br /> 1"XZ" EX1R. fASTENED TO �v BE.w 9ZE VARIES FOR SPANS dtEATER iHAN s0'-0" 4 /�Oxt/2" CORROSlON RE9ST1vE _� �W.. <br /> TYPICAL BEAIN SPUCE OETAIL 2"=2' w/ no : i �/2" 5+�5 � g�1T P 2"x3/a" STIS RrTO POST w,�s�+�t HE�DE� scaEwS x � � � <br /> O 24' Q�. <br /> P�T 5 /a X 3/4- sws wTo ee�w LATERAL BRACING DETA(L m ��" <br /> z' : 2' OR 2' : 3' OR 2" 9de POS? o � � ii <br /> aa � <br /> �NCf+oR 1' : Y xo.oss' FuIE ovna+u CaNc. c,Aa �wa�oa At.uvaruu FwwE <br /> TO CONCRETE MIITH 1/4" x 2 1/2" 2" x 2" x i/8" AN(�,£ EI1CM SIpE g�p(]C pR gRlq( � �— TO WAIL OR AAB VM1H <br /> CONCR£7E ANCMaRS WITMN 6� Of ATTAqi TO POST ANp (;pNpt£TE 1/4"x 2 1/2� TAPCON OR <br /> EAC�I 9DE Of EAC�I POSi O 2a" AT LO�D BE.�RINC WALL wTH t µ BAR CONT. - � EOUAL 6" TAPCON STYIE OR NOTE: NO F0011NG R£W1RED OCC£PT wFIEN ADORE551NC EROSION � <br /> O.C_ MIJC OR THROUG►+ ANGIE O 2 /10 x 1/2' Sa�S EACH SIOE g' x g' x 16" SlOpc WIU1 2'-0" MIN. <br /> 24" O.G Y/1X AU11/INUN STRUCTIX2E • DECK OR 41N. 2500 PSi CONC. W� � <br /> 1' x 2' EXTRU570N F0071NC 2500 P9 � " BEFOR£ SIOPE <br /> 6x6-10tt10 w.w. IIESH pR � <br /> t1IH_ 3 1/2" AA8 2500 PSl C�JNG CaNCR£TE 1M7Fi uAX OiFF"ER£NT1AL "12- GROVNO LVI. FlBER MESH TYP1C/�l 1 �S BI�R CONT. t µ BAR CONT. A N 0 2 1� <br /> 6 x 6-i 0 x�0 w.w.u_ o R F t B E R w E S H � 1 1/8� MIN. IN C O N C. � t /S 8AR CONT1NUOlJS �N �� HE1Gi�T 1 <br /> '8' �'"'"� 4'0' O.G AFLl CELLS ANO <br /> I "a� �. �1� �Q�IOCX OU7 BI.Op( TOP 3 �� •S"'�— l - ��� �..,— - <br /> • • . . � -$- ' ' COlJRSE rNiH 3000 PSi StiEET / <br /> � 't2''�� P£A ROCK CONCR£TE w=: �a.�s�cowtt oan '8" {g 1 <br /> • � YIN_ 2 S/2" OFF GRWNO p���� t.+�. <br /> VAPOR BARRIER 2 /+ 81�R5 wM. 2 1/2" � <br /> A�TERNATE POST TO BEAM � �� f'I.AT AOP£ / NO FOOTWG WOOERATE S�OP£ f00PNC STEEP SLOP£ FOOTING <br /> RIBBON FOOTING o - 2"/t2' 2'/t2" - t'-to' � r-�0' <br /> AND P�ATE TO CONCRETE FOR SCREENED 'ENClOSURES KNEE WALL FOOTING FOR SCREENED ENCLOSURES SIAB DETAILS ADORESSING EROSION pF C� <br />