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6-MAX(TYP.)— 12-MAX O.C.(TYP.) 4'MAX,(TYP.)— F <br /> a-MAX.O.C.(TYP.) 1900 SW 44TH AVE. <br /> 6-MAX(TYP.) 4"MAX MP.) OCALA,FLORIDA 34474 <br /> EE NOTE 2 wWw.CWS.Cc <br /> SEE NOTE 2 8100 PVC <br /> SINGLE HUNG <br /> MAX D.C. NON-IMPACT <br /> 12* (TYP.) <br /> MAX D.C. <br /> (TYP-) Q <br /> 3:z Owl <br /> WE 3�, <br /> CoLu <br /> Z- a 0 <br /> 0 9 1-R <rq. <br /> Lu O z§ w——�_ <br /> U) �0 W ai <br /> 4-D.C.(TYP) INSTALLATION U. -LLI F-3:2 2F <br /> INSTALLATION ANCHORS(TYP.) Z z=Z<w UJ 0 0 <br /> a-O,C.(TYP) ANCHORS(TYP.) 0 0 1--0(5<=;.-a0 0 CD a-F-0)D. <br /> 0 0 z Z; —z i.-=5 0) <br /> z Z)0 <br /> < P:—,�0 0 w <br /> (MEETING RAIL) > <3:0 w—=Oz <br /> �0�,c)�::Z,6 <br /> 00 �n3:92 <br /> LL U)0 Lu ry)Lu <br /> z�2, <br /> 4-D.C.(TYP) Lu 0�w F_ <br /> zl-= af 0 en <br /> 0 = R a.= � <br /> 0: I_ IL LLI 3:Lu <br /> EL <br /> NI <br /> . .... <br /> t�t <br /> ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) _4 <br /> ... .. <br /> '�Y N. 50201 <br /> Z <br /> Z <br /> vo, <br /> A <br /> �ZV3*. STATE OF <br /> OR% <br /> /ON <br /> NOTES: <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,SILL ANCHOR SPACING SAME AS HEAD- <br /> 2.SHIM AS REQAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE <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 7. 9/07/2017 <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.FL PE#58201 <br /> BE PROTECTED TO PREVENT REACTION. <br /> 1239 JABARA AVE. <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 NORTH PORT,FL 34288 <br /> SPECIFIED IN TABLE 1,SHEET 7. PH.941-380-1574 <br /> SHEET DESCRIPTION: <br /> 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD SUCKS,IF USED,INTO SUBSTRATE-IX BUCKS ARE <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 SUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. AAJ 07108/08 <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. Dwo 41. 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-293 D <br /> FMAIAAMA 100(FIN WINDOWS),FMAIAAMA200(FLANGE WINDOWS), FMAIWDMA 260(BOX WINDOWS),FMA/AAMAJWDMA 300(EXTERIOR DOORS) SCALE: SHEET <br /> 1:25 60F7 <br />