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. � <br /> � , <br /> NOTE: r <br /> 1. ?XFRAMINGTOBEDESIGNED �, v II <br /> BYtHEENGINEERORARCHIiECi �� ��ro� <br /> OF RECORD BASED ON WIND LOADS z `o � <br /> - --- ------- -----°--------- ----------------------------------------------------------------- ------- -----�----- � <br /> ..-------ANDiHECLADDINGBEIWGUSED.------�° = - - <br /> ��4 fr� w .___ __ <br /> �6 d <br /> �'�� � <br /> SEE NOTE 1 °� <br /> ���•:d <br /> SASH � w Z g � <br /> �' 41/2"MAX.O,C. 41/2"MAX.O.C. R 9�g Ep S 4 <br /> '�� `,i�: .4�.,.'•� � �� • :�,,.y.. ��.: .i � �P� � � �' ��n o�3 R <br /> f,�� ••J ` � � �� �� � <br /> :,.' iYP. � • % � � � � <br /> E � �` �/ �� �// �� <br /> � Q O � <br /> � g �O EN NG - - MASONRY i// ���/ I � z <br /> OPENING � � �L � � �� <br /> � x � <br /> 2X BUCK ��� � i�/ � z � <br /> m <br /> . 50 � �� v � ol rn o <br /> �;� :�1� / � �� �� a a <br /> .� / Q � N <br /> '.�,', l . � � <br /> _L .,,•;• � �//� � »>� <br /> .'•',:�'�:• ':��.•'''i � . , .-�,'.;• ,•:J,�:.,;��. <br /> ,Q �*; i <br /> � 1vP. ��W = <br /> BUCKANCMORING FRAMEANCHORING F � �o°� `� <br /> FRAME ANCHORING �� ��N <br /> � � <br /> CONCREfEANCHOR NOTES: ���� <br /> 1.Su b s ii f u tion oF equat concrete screws from a different supp(ier may have dffferent edge distcnce ond center distance requiremen}s. �,°�� _ <br /> 2.Concrele screw localions ot tho comers may be ad)usted to matnta(n fhe mfn(mum edge tlktance to martarJolnts.IP concrete screw �F^o - <br /> locatbns notod as"MAX.ON CENTER"must be adJusted to malntain 1he mtntmum edga dlstonce to mort�Joinis,additional concreta <br /> screws may be required to ensure the mo�dmum on center dimension is not exceeded. N b o r Q � <br /> 3,Concrele anchor table: N.-o ; <br /> *u�o" m <br /> ;.....:.:::�.�••:::•::�:.:.:...........................:.:.....:.-,,:......:..,.........;,.....,..,..;......:�:�:::.�: :::..;............. _ <br /> :. .3CNi�NL7R:.. ... ., . ::::......::::::.::•..::;,.�.;....:...:,::.,.,�:,�.:.-:::::.::::::::,....:.;;...:::,,.::.-•,•:::::..:.,..:.::.:,•:..,.,;�:...:,-:,::.::...::::::......, <br /> .::...::..:.:...,.., . . ,AI+ICNCIR>:;:::':. .;.;ll!I:r�V.1/Nil;l�:;� <br /> . ., ;: � .. :.,.....:.:.:.:..:.....:.. :.�:.:•i �M,l,.NIM.VM>;�IE�;RA�t��:':;>;�l1.Ni,..M:.�!A�N"!��A:f�;a�H�ssr��...; <br /> :. <br /> ...'CY;�,�;, ��• ; ,••:;StX�: „!:•;,�n,t�sb,�EnM':. . .:;:,., .11�;:1�t�1:�.�JN1��:��'.GE:..;.. � ���-:AOJi4.:.: <br /> ,> .,. - <br /> :.:........:::.:�:......:.:...........:......::.............::.,.:.:,:.:,.:...............:;:.:.. .: . ......... � <br /> .......:.::::.... .......::......:..............:...:•; .._.:........._C <br /> 5 <br /> . �rur.::�a�r��r��`.;:�:°: <br /> :.::,:...>:.::. <br /> ........:::....... ::..:.:.:::..::.�:.......:,:..:.:........>. ......:................:............................................,..:.:...:....................... <br /> .: , �.E: N.r.s. ; <br /> ...,:„:::�:......:.......: <br /> .:............................................: owa sr: qp m <br /> � <br /> '';I.1':W's:,:.�:...;° ��q� �.�/4^ 2-1/2" 3�� ak en LFS 3 <br /> :....:....:......,:,:..,:.......:,....., / ld orawn+o Ho., o <br /> ....._...`... ..... <br /> ....,:EYCt:i: :.; 1/4" 1•14° <br /> ;.;. ..,:.; . ; 1" FL-993.1 ^ <br /> ....._........._............. o <br /> SIffET 4 OF� N <br /> � <br />