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- .1=25"-W-AL=L=6063 TS=AL=UMIf�UM=SUBS=T=�A�E -- -- =C--��li�l'fl' <br /> . vvew�v�svsr�w�s -- <br /> � 19D0 SW 44TH AVE. <br /> OCAIA.FLORIDA 34474 <br /> 6"MAX.(TYP.) Z MIAX.O.C.(TYP.) WWW.CWS.CC <br /> SEE NOTE 2 6,��m,P� ]�MAX.O.C.(TYP.) <br /> 4'�4' <br /> � 4°�—4" SEE NOTE 2 ,OOO ALUM. <br /> 6 �m,P� � I � I ' HORZ.SLIDER <br /> � e,�{�,.� RIOW-IMPACI' <br /> 1Q°MAX.O.C. r r T <br /> (TYP.)� INSTALLATION � o ^ � ', <br /> 18'MAX.O.C. ANCHOR(TYP) � W o ¢ <br /> (n'P-)� o o � ❑ � <br /> � g ¢ > I <br /> ' w w m m <br /> O y ANC OR(TYP) v O � � <br /> V U Z <br /> . i� ia � LL o <br /> � o � <br /> N x N Z > <br /> W N W � � <br /> r o a o n~_. <br /> 0 <br /> � U <br /> � <br /> W <br /> � j Q j � <br /> - U m Q z <br /> v � i i `���+�P,NDRE��T i�i <br /> � � � �`�`D•'�GEId� 'fi '4 <br /> (FIXED RAIL) (FIXED RAIL) (FIXED RAIL) ti.VP,.•y\ S�••�P����r <br /> ANCHOR LAYOUT-XOX ���� No 5820! ';�� <br /> ANCHOR LAYOUT-OX AND XO • <br /> THpU FHAA7E iHRU FRAME �*� �*� <br /> � * <br /> '�� •�t!w <br /> 9Q�� STATE QF �� <br /> NOTES: ��i';�5�,�O R+�F'p�=,�� <br /> 1.INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ���i�S��NA�-����� <br /> �If1�11/Iiti~ <br /> 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16°IS PRESENT. LOAD BEARING � <br /> SHIMS SHALL BE CONSTRUCTED OF HIGH DENSIN PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALIOWED. <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIPIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/3l2015 <br /> LUCAS A.TURNER,"P.E. <br />' 4.ALL INSTALLATION ANCHORS MUST 8E MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MEfALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 <br /> WOOD MUST BE PROTECTED TO PREVEM REACTION. 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <br /> 5.INSTAILATI�N ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NbT BE USED IPISUBSTRATES WITH STRENGTHS LESS THAN PH.941-380-1574 <br /> THE MINIMUM SPECIFIED IN TABLE 1,SHEET B. SHEET UESCRIPTION: <br /> ANCHOR SCHEDULE AND <br /> 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYONO WALL DRESSING OR STUCCO. IdOTES- <br /> 7.A MINIMUM 1"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL METAL FASTEIdERS. 0.125"6063-T5 ALUM. <br /> �RAWN9Y• DATE: <br /> 8.PORCH ENCLOSURE SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE ADE 09/24/09 <br /> MINiMUM STRENGTH REQUIflEMENTS AS SHOWN IN TABLEi,SHEET 8. owa�: RE .: <br /> CWS-516 C <br /> 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: scA�E: SHEET <br /> FMAJAAMA 100(FIN WINDOWS),FMA/AAMA200(FUtNGE WINDOWS), FMA/WDMA250(BOX WINDOWS),FMAIAAMANVDMA 300(EXTERIOR DOORS) 1:20 7 OF 8 <br />