Laserfiche WebLink
WINDOW <br /> ANCHOR @ MIDSPAN(TYP.) 4 (TYP.) 1900 SW 44TH AVE. <br /> 4"(TYP.) ANCHOR @ MIDSPAN(TYP.) OCALA,FLORIDA 34474 <br /> 6"MAX.(TYP.) I WWW.CWS.CC <br /> 6"MAX.(TYP.) 4"(TYP.) <br /> 6"MAX.(TYP.) —2"(TYP-)'WOOD/METAL 6"MAX.(TYP.) 4"(TYP 2"(TYP.)•WOOD/METAL <br /> 8700/10/50 PVC <br /> SEE NOTE 2 I SEE NOTE SWING DOOR <br /> IMPACT <br /> 17" 17"MAX a z N w 0O o <br /> MAX. <br /> .•O.C. INSTALLATION O.C.(7YP) INSTALLATION z w�O ¢ Z W <br /> O X O ANCHOR(TYP.) O x X O ANCHOR(TYP.) p <N- Op IY�m <br /> lL <W �F3:�= <br /> Z zm� 0_WOO <br /> O <br /> O <br /> UyF-V O.�yp. <br /> > ~U~Zv <br /> K KQ 1y O R <br /> W OOwrnpw U) <br /> LL 0-1 1n <br /> D, 4a o:O�In <br /> SIDEUTE SIDELITE SIDELITE DOOR DOOR SIDEUTE 2 m W K N <br /> a I- (L a <br /> ANCHOR LAYOUT-(FLANGEI ANCHOR LAYOUT-(FLANGEI <br /> O1pREW''�4 <br /> %p5 ..........rGP��i <br /> 'CIRCLED ANCHOR LOCATIONS REQ•D ONLY IN WOOD AND METAL INSTALLATIONS.DO NOT INSTALL THESE ANCHORS INTO MASONRY. No 58201 <br /> 19 STATE OF <br /> NOTES: .40 <br /> NAL E�```�• <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 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. zz <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11. 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 LUCAS A.TURNER,P.E. <br /> 8201 <br /> MUST BE PROTECTED TO PREVENT REACTION. # AA <br /> 1239 JABARAVE. <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 NORTH PORT,FL 34288 <br /> MINIMUM SPECIFIED IN TABLE 1,SHEET 11. PH.941-380.1574 <br /> 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. ANCHORS CHEDULE AND <br /> INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES <br /> INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. <br /> DRAWN BY: DATE: <br /> 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4"FOR MASONRY,2-3116"FOR HINGES(ALL SUBSTRATES),1"FOR WOOD AND METAL. ADE 09/08/11 <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. DWO a: REV.: <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-641 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: SCALE: SHEET <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA250(80X WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:8 1GDF 12 <br />