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WINDOW SYSTEMS <br /> 12 112-MAX.O.C.(TYP.) --{{ rC 1900 SW 44TH AVE. <br /> J-•(TVP) 4-MAX.ITYR) i ---I--9-MAX 0.c <br /> r-—TYP- <br /> I <br /> 'I OCALA, A 34474 <br /> 6•MAX(TYP) -S(ENii1 W WW.CWS.CC[--J (n'p. ILINSTALLATION6MAX.RYp-) a•MAX.(TYP) <br /> INSTALLATION 8200 PVC <br /> I Af&!F0.R MP.1 HORZ.SLIDE <br /> R <br /> ANCHOR(TYR) IMPACT <br /> MAX,O C <br /> (TVP.) <br /> 1T• ---� r= oW0 Woo <br /> MAX.O.C. I I I I W Z O Z_ IY— F- <br /> (TYP.) I O I /� I I O I /� I F--D1 Z F- 0X_ <br /> I O I=-O¢QWO <br /> 0 U[nHZ F D• y D- <br /> z <br /> I I ^ I I ^ I 0H��o'�-z� N <br /> Q ?LL0U <br /> g0 <br /> o zZ <br /> f r - - <br /> � <br /> Z <br /> } w0 <br /> O(nWNOJTn� <br /> O W O0 w OZ <br /> --- — --- - -- -- a F a. w'a <br /> ANCHOR LAYOUT-(FLANGE? ANCHOR LAYOUT-(FIN) RETrypG <br /> 9 Pe. !y <br /> `vVp r��G iJSF.:P,Li� <br /> No 58201 <br /> 0• STATE OF �07 <br /> G <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 SI IIMS. MAX.AL I.OWARL F:HIM S IACK TO OF V4" USE.SHIM!;WHERL-SPACE GREATER THAN 1116'IS PRESENT, LOAD BEARING SHIMS SHALL BE `L <br /> CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWING t: ';EL IAOLL 1,SHLL:1 5 9/22/2017 <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 MUST FL PE 58201 <br /> BE PROTECTED TO PREVENT REACTION. <br /> 1239 JABARA AVE. <br /> S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTAL t-ATION INSTRUCTIONS,AND ANCHORS;HALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 <br /> SPECIFIED IN TABLE 1,SHEET 5. PH.941-380-1674 <br /> SHEET DESCRIPTION: <br /> 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO I oI,I:I,N(:R7-Ir,CMU OPENINGS,EMBEDMLN I SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND <br /> INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT RFQURE 1x WOOD FLICKS BETWEEN THE PRODUG1 AND SUBSTRATE. NOTES <br /> INSTALLATIONS TO HOLLOW CMU REQUIRETHE 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 FAG TFNER S*T*FOR MASONRY,1"1"OR WOOD AND METAL ADE 10/10/13 <br /> 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BN ItIE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, DWG#: REV.: <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 INSTAI LATION SHAI I Rf DONE BY OTIIFRS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCA • SHEET <br /> FMAIAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOx WINCOWS).F\1A/AAMAJWDMA 3C0(EXTERIOR DOORS) 1:20 4 OF 5 <br />