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131/2" MAX O.C. <br /> 6" MAX - 4', 4" MAX 1 2" MAX O.C.P <br /> (T)' ) <br /> L. g„ (TYP) AI (.-g^ WINDOW SYSTEMS <br /> T — 1900 SW 44TH AVE. <br /> 6" MAX OCALA,FLORIDA 34474 <br /> (TYP) 4" MAX SEE NOTE 3 WWW.CWS.CC <br /> (TYP) <br /> INSTALLATION <br /> 1B MAX MAX ANCHORS TYP. 7000 ALUM. <br /> O.C. O MAX Q x HORZ.SLIDER <br /> NON-IMPACT <br /> r O <br /> N rn v W <br /> ANCHORLAYOUT- IN o 0 o H <br /> THRU NAILING FIN(WOOD OPENING) INSTALLATION o n ¢ <br /> ANCHORS TYP. o 0 0 0 <br /> o w w LL o r <br /> ANCHOR LAYOUT-(FLANGE) SEE NOTE 3 w ¢ I- t- ¢ GoTHRU FRAME AND/OR CLIP(MASONRY OR WOOD OPENING) <br /> 6" MAX 13 1 2" MAX O.C. 4"MAX [-7R:MAX O.C. <br /> (TYP) SEE NOTE 2P) LL w o o LL O <br /> 6" MAX 3"� r g„ 4" MAX L_ ��8" U) 00 ov o CA <br /> (TYP) (fYP) a � 3: w z > <br /> W w z z W 0 Cc <br /> a Z O 0 G_ <br /> O w 1-- F- , d <br /> Iw- < f Fw- Fw- U <br /> Q o ¢ 4 ¢ m <br /> 0 2 0 a- a- <br /> a w a n a w <br /> MX <br /> MAX O.AC.. O v woc� m ¢ O <br /> 18" O X <br /> O.C. ]OREw JT J�iJi <br /> VOTES: *Gp5•��G67JS�GQr� <br /> 1.INSTALL ONE ANCHOR AT EACH LOCATION THRU WINDOW FRAME OR FIN. SILL <br /> ANCHOR SPACING SAME AS HEAD. <br /> :9 SFATE OF :Jtt� <br /> 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. 'O%. <br /> ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE GREATER THAN ��F' (p R)O '���•` <br /> 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) <br /> DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. THRU FRAME z CLIP(MASONRY OR WOOD OPENING) THRU NAILING FIN(WOOD OPENING) JJ4S�ONA4 '''`S <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10. z <br /> 1.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 4/3/2015 <br /> WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> i.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN 1239 JABARA AVE. <br /> THE MINIMUM SPECIFIED IN TABLE 1,SHEET 10. NORTH PORT,FL 34288 <br /> PH.941-380-1574 <br /> i.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. SHEET DESCRIPTION: <br /> INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOWCMU ANCHOR SCHEDULE AND <br /> REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. <br /> NOTES <br /> 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3-9/16"FOR MASONTRY,1"FOR WOOD AND METAL. DRAWN RY: DATE: <br /> 3.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 ADE 06/12/08 <br /> STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 10. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REW <br /> CWS-172 E <br /> 3.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAAWDMA 300(EXTERIOR DOORS) SHEET <br /> 1:28.57 9 OF 10 <br /> r <br />