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COWEMS <br /> 12 1l2'MAX.O.C.(TYP,) --i� 1900 SW 44TH AVE, <br /> 6"MAX(TYP.) <br /> I 3 P') 4"MAX ITYPJ 6"MAX O.C.(TYP.) OCALA,FLORIDA 34474 <br /> �+-3"(TYP.) SEE NOTE 2 SEE NOTE 2 W .CWS.CC <br /> 6"MAX(TYP.) A"MAX(1YP.)--�- WW <br /> r- -- --- INSTALLATION -- - -- - 8200 PVC <br /> ' ANCHOR(TYP.) i ! i HORZ.SLIDER <br /> INALLATION <br /> B' <br /> ANCHOR(TYP) IMPACT <br /> MAX O,C. <br /> (fYP.) <br /> 2 D W O ¢WF' <br /> MAX,O,C, 1 ��^^yy t y ( I nn ! I W Z O Z .r? <br /> (TYP.) i 1.J t f\ t I d H OO FX'S 2 <br /> Ij <br /> I V Ofn'gz"y D-Z-m Om. <br /> � 2- ^`Z FF�VJ <br /> z OOUcd �O` <br /> 1 < P-,t•�p0=wz <br /> �1 <br /> OQ'ttAV1 tt� oitlf W <br /> U. <br /> 0: z�W OJtd <br /> -- -- -- -- -- -- -- O W a w0 <br /> ANCHOR LAYOUT.(FLAN`GE�1 ANCHOR LAYOUT-(FIN} w <br /> •+��6 R TG���. <br /> v No 58201 '11 <br /> STAT£ OF .W <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 114 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 NOTALLOWED. ` <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. 9/22/2017 <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. <br /> FL JA#RA AVE.01 <br /> BE PROTECTED TO PREVENT REACTION. 1239 JABARA A <br /> S.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 5, PH.941-380-1574 <br /> SHEET DESCRIPTION: <br /> S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD SUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND <br /> INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES <br /> INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCTAND SUBSTRATE. <br /> 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:ADE 10/10/13 <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. UWG u: aEve <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 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 SHEET <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:20 4 OF 6 <br />