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P ANCHORS @ rL P-HOOK <br /> 6' 4" 4' PANEL-TYP ANCHORS WEDGE ® � <br /> MAX 6'MAX.TYP. TYP. \ I I I l TYP. "\ I '� '•\ 1 "� '\ I OF PNEL WINDOW SYSTEMS LLL���QQ <br /> TYp, I 1 f I I 1 I 1 <br /> 1 I I I I I I I TYP. <br /> 1900 SW 44TH AVE. <br /> •� •� OCALA,FLORIDA 34474 <br /> II I WWW.CWS.CC <br /> II 12•MAX.O.C. <br /> 21' I II I 880 PVC <br /> MAX I II - I SLIDING GLASS <br /> ''I p I II I DOOR- <br /> L I II I <br /> NON-IMPACT <br /> I II I <br /> II I Lu <br /> I ^ ^ II X X m <br /> z <br /> I II I <br /> Ow <br /> II MID-SPANI r- <br /> II PANEL I U <br /> LL <br /> � <br /> oz <br /> "% PNDREtM ��i� <br /> \:I I\: (\:I I 1 I 1 �` •'GEN�"rG ��i <br /> FIXED PANEL CLIPS Zj No 58201 •'�?1 <br /> NOTES: 'CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE SHEETS 9&10 FOR DETAIL) <br /> pro•. aE <br /> 1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION(SEE LAYOUT DETAILS ON SHEETS 9&10),EXCEPT FOR 2T SILL&WOOD INSTALLATION LOCATIONS.SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL '9 t STATE OF <br /> (SHEET 9).INSTALL ONE ANCHOR AT EACH WOOD INSTALLATION LOCATION(CIRCLED). SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP. <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 SHIMS SHALL BE <br /> CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. �ry <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11. <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 WOOD MUST LUCAS A.TURNER,P.E. <br /> BE PROTECTED TO PREVENT REACTION. <br /> FL PE#58201 <br /> 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE. <br /> SPECIFIED IN TABLE 1,SHEET 11. 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:W FOR SOLID CONCRETE,6"FOR CMU MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: <br /> B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BLZ 04/20/16 <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: <br /> n CWS-1147 - <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: SCAI•E� SHEET <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAAWDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:20 8 OF 12 <br /> .,r <br />