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se ANCHORS @�t P-HOOK ����� <br /> M� P PANEL-TYP ANCHORS WINDOW SYST�MiS <br /> n'P 7yp �--. q^ 3'EDGE 190D SW 44TH AVE. <br /> � h�6'MAX.TYP i`� I I i'� T'P i`� I i`• i�• I i�� i�� I i`� OF PANEL OCALA,FLORIDA 34474 <br /> • � � � i • i • � � i � i � i 7yp WWW.CWS.CC <br /> I �� 12•MAX. 880 PVCi <br /> � II �� SLIDING GLASS <br /> TVP II - DOOR- <br /> L �� NON-IMPACT <br /> II <br /> II F <br /> II - o <br /> I X X II X X � <br /> m <br /> II - <br /> � <br /> II Mio- o <br /> II SPAN � <br /> II OF <br /> II PANEL p � <br /> �� � <br /> � � II � � � <br /> ' � • o <br /> �; i �.; �; �; �.? � �.; �.; i ��? z° <br /> `J�,p.Sr�CENs�TG�P��. <br /> FIXED PANEL �JV:��" F '•��n�� <br /> 'CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE NEXT SHEET FOR DETAIL) CLIP S-�; No 58201 �:�: <br /> NOTES: -,t� * ;�� <br /> =ro' ;rc: <br /> 1 INSTALL TWO ANCHORS AT EACH INSTALIATION LOCATION(SEE LAYOUT DETAILS ON SHEETS 9 810).EXCEPT FOR 2T SILL 8�WOOD INSTALLATION LOCATIONS.SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL '�: STATE OF :<L: <br /> (SHEET 9).INSTALI ONE ANCHOR AT EACH WOOD INSTALLATION LOCATION(CIRCLED).SfLL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP ^���T�:iQ� �P,:�2�ti <br /> FS'•..a Et 1. C?�� <br /> 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114° USE SHIMS WHERE SPACE GREATER THAN 1/16°IS PRESENT LOAD BEARING SHIMS SHALL BE ����rs�oNA;EN`��, <br /> CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11 �Z <br /> 7/6/2016 <br /> 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED W000 MUST LUCAS A.TURNER,P.E. <br /> BE PROTECTED TO PREVENT REACTION. FL PE#58201 <br /> 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SU6STRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE. <br /> SPECIFIED IN TABLE 1,SHEET 11 <br /> NORTH PORT,FL 34288 <br /> PH.941-380-1574 <br /> 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: <br /> INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND <br /> INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES <br /> 7 A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR SaLID CONCRETE,6"FOR CMU MASONRY,1"FOR WOOD AND METAL. oruwN sr onre: <br /> BLZ 05(O6/16 <br /> 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITEC7 OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. owc a: REv� <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 11 CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. <br /> CWS-1148 - <br /> S.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: sc'uE: SHEET <br /> FMA/AAMA 100(FIN WINDOWSj,FMA/AAMA200(FLANGE WIN�OWS). FMAIWDMA250(BOX WINDOWS),FMAlAAMArWDMA300(EXTERIORDOORSJ �;p5 8 dF�2 <br />