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ANCHOR @ MIDPOINT <br /> WINDOW SYSTEMS <br /> 6'MAX.(TYP.) 4'MAX.(lYP•) I L F78'MAX(TYP.) 1900 SW 44TH AVE. <br /> 6"MAX(TYP.) SEE NOTE 2 4-MAX.(TYP.) I SEE NOTE 2 OCALA,FLORIDA 34474 <br /> WWW.CWS.CC <br /> 650 PVC <br /> DOUBLE HUNG <br /> X 8"MAX.mP.> X NON-IMPACT <br /> 14 112' Q Z 3: ¢Z <br /> MAX.O.C. <br /> (TYP.) Z W J 0 ¢r wF❑W <br /> I w ZOZ_ 0 rzw_ <br /> INSTALLATION ANCHORS((TYP.) 1 ANCHORS REQUIRED I I THROUGH FRAME Z Z w Z OF UJ 0_ <br /> z 0E-0 j<wp0 <br /> ON WINDOW WIDTHS O O F-O Q=FM <br /> OVER37" U Uri-VaFEDa <br /> 3"(TYP 3-(TYP.) ❑ Z- Z Z h D w <br /> 3"(TYP.) Q 0�LL�DOLLZ <br /> 3-(TYP.) �3:0w-=0Z <br /> X X Z ui <br /> INSTALLATION W O 0 (0 O w to W <br /> ANCHORS(TYP.) Z rn w O_j U)H <br /> 4 <br /> 0_ =EwP0 >_ <br /> m0W3aa <br /> ``���ttitllttp// <br /> AN NO SI <br /> LL ANCHORS REQUIRED) <br /> @ <br /> RL LAYOUT ANCHOR LAYOUT-(F Nc RAIL <br /> NOTE:THRU FRAME ANCHORS � <br /> .o No.58201 <br /> awl :;'I*- 15= <br /> �� STATEOtF �,Z�� <br /> NOTES: <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. <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. <br /> 7/23/2020 <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. <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. FL PE#58201 <br /> 2428 Old Natchez Trc Trl <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 Camden,TN 38320 <br /> SPECIFIED IN TABLE 1,SHEET 8. 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-1X BUCKS ARE SHEET DESCRIPTION: <br /> OPTIONAL. ANCHOR SCHEDULE AND <br /> NOTES <br /> 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. <br /> DRAWN BY: DATE: <br /> 8.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. AIDE 08/04/14 <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG M REV.: <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: CWS-936 C <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS),FMA/AAMA/WDMA300(EXTERIOR DOORS) SCALE: SHEET <br /> 1:20 7 OF 8 <br />