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6 MAX.(TYP.) 14 1/2"MAX.O.C.(TYP.) L <br /> 6"MAX.(rYP.) L CENTERLIANCHOR NE(TYP MTG .) <br /> yV NDOW SYS/MS• <br /> f+4"(TYP.) <br /> 1900 SW 44TH AVE. <br /> INSTALLATION OCALA,FLORIDA 34474 <br /> ANCHOR(TYP.) WWW.CWS.CC <br /> 4"MAX.(rYP.) 8"MAX.O.C.(TYP.) - _ SEE NOTE 2 620 PVC <br /> IT4'THRU FRAME ANCHOR(TYP.) MAX O.C. X O X. HORIZ.SLIDER <br /> 4"MAX'(TYP.) r SEE NOTE 2 (TYP.) NON-IMPACT <br /> INSTALLATION Q Z ¢Z <br /> ANCHOR(TYP.) <br /> 8. -a I- Ow0 w0000 <br /> MAX. .C.( LL 0 FW�ZH Wax <br /> Z Zx:R<ww00 <br /> X O X ANCHOR LAYOUT-(FLANGE) O 0 F-0 cj a H�M <br /> 113-1/3-1/3 a. <br /> 0 Z—�Zz <br /> Z OO�nJ jU� <br /> Q I- LL20 LLZ <br /> ANCHOR @MTG RAIL Q O w <br /> U F-Z uj <br /> a CENTERLINE(TYP.) F4"(TYP.) w O O ai o w rn w <br /> 6"MAX(TYP.) 1(TM1P/)MAX.Ore.C. a Z=a Of O�Co <br /> 6'MAX.(TYP.) O W F Z W x w <br /> F7ANCHOR LAYOUT-(FIN) a ° w nw <br /> 1/4-1/2-1/4and 1/3-1/3-1/3 <br /> NOTE THRU FRAME ANCHORS @ MTG RAIL INSTALLATION <br /> ANCHOR(TYP.) <br /> SEENOTE2 \6EMj <br /> 1 v t <br /> MAX.O.C. - X <br /> RYP No.520 1 <br /> =7o zik� 4�u= <br /> �+d\j, STATE� +Z► <br /> NOTES: a ��i�t/"�y►~$��QRAT ' ``��� <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". ANCHOR LAYOUT-(FLANGE) <br /> USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH <br /> DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 1/4-1/2-1/2 7/23/2020 <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 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 MUST FL PE#58201 <br /> BE PROTECTED TO PREVENT REACTION. 2428 Old Natchez Trc Trl <br /> Camden,TN 38320 <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 PH.941-380-1574 <br /> SPECIFIED IN TABLE 1,SHEET 6. 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:3-9/16"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: <br /> EMK 06/02/15 <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 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1067 A <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), FMA/W DMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:20 5 OF 6 <br />