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6"MAX.(TYP.) I�---iI--14"MAX.O.C.(TYP.) 6"MAX.(TYP.) 6"MAX.(TYP.) 1 11"MAX.O.C.(TYP.) <br /> 6"MAX.(TYP.)� 6"MAX.(TYP.) H 6 3�4"MAX.O.C.(TYP.) 6°MAX.(TYP.)Ff I �JlYlt'lwlYl4u • <br /> WINDOW SYSTEMS <br /> OCA A,FLORIDAAVE. <br /> OCALA, LORI 34474 <br /> WWW.CWS.CC <br /> p 6 3/4" MAX.A <br /> O.C. <br /> MAX.O.C. �P.;.c. gyp.) 8300 PVC <br /> (TYP.) <br /> p o PICTURE WINDOW <br /> ANCHOR LAYOUT-(FLANGE) NON-IMPACT <br /> 120"x 48" <br /> Q Z ¢Z Q <br /> 4 w 0 <br /> 4"MAX.(TYP.) 8"MAX O.C.(TYP.) Q 0) }¢ <br /> O O 0:Z co <br /> LL I-w ZI-� =g <br /> 4"MAX(TYP.)� Z Z 2 2 Q¢w O 0 <br /> ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) 0 0 t-0 6¢¢I.-¢ <br /> 84"x 96"WITH TEMPERED GLASS 84"x 96'WITH ANNEALED GLASS U U(A�Z(LF-(D IL <br /> 0,owzn — <br /> ¢ F?LLM0oLLwF=OZ <br /> (TYP ~~ LL (1)0 w(n w 4°MAX(TYP.) 8°MAX O.C.(TYP.) W LL <br /> 4°MAX(TYP.)� 0 Fc Z=0 ¢0 >_ <br /> O IllM Ir w=¢U) <br /> ANCHOR LAYOUT-(FIN) 7 IL F- Q. ¢ a <br /> 120°x 48° <br /> ,, ... <br /> MAX O.C. :GPS.��G E IV SF <br /> (TYP-) No 58201 '�� <br /> STATE OF <br /> A4 NOTES: ,',i�lC• O R 1OP���SS1.NA <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL <br /> 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 g:7— <br /> GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ANCHOR LAYOUT-(FIN) <br /> ALLOWED. 84"x 96" 8/28/2017 <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. <br /> LUCAS A.TURNER,P.E. <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 FL PE#58201 <br /> MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <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 PH.941-380-1574 <br /> MINIMUM SPECIFIED IN TABLE 1,SHEET 8. SHEET DESCRIPTION: <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 ANCHOR SCHEDULE AND <br /> OPTIONAL. NOTES <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: <br /> ADE 02/08/09 <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. DWG a: REV.: <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-339 E <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: SCALE: SHEET <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 30O(EXTERIOR DOORS) 1:40 7 OF 8 <br /> s <br />