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'WINDOW SYSTEMS. <br /> :8'MAX.(TYP.)-. __ `- _. �_---- -_1T MAX.O.C.(TYP.) 1900 SW 44TH,AVE. <br /> 6".MAX.(TYP.) - II OCALA;FLORIDA 34474 <br /> 1 1 SEEN OTE 2 <br /> 10112^ i 'i Moo PVC <br /> 'MAX O.0 SINGLE,HUNG <br /> cTMPa IMPACT <br /> 0 'INSTALLATION <br /> DD � Q <br /> I ,1 Z `W 11 J❑ ak r❑W' <br /> w ;ZOZ 'Kzl- <br /> ❑ Qul� 00=�m <br /> 2UTo RAIL LL rz�w g:E f 3 <br /> a4"(IYP.)JL U 0 <br /> I. U Z_ �. <br /> ❑ Z- Z 1 Z 0 z j.0 V? <br /> ~a-p20202, <br /> 101� 00�0�3�R, <br /> MAX RYP)c a -.5!D. �_�V) <br /> I I It <br /> 1 ^ 1 d H d W3u <br /> -- -- _- PNOREW`.��i <br /> 4, P. r <br /> �CENS <br /> '4'-CrYP•J NO ANCHORS REQUIRED INSILL- •No 58201' <br /> ANCHOR LAYOUT-(FLANGE) <br /> 90; STATE OF. <br /> NQTES: <br /> 1.INSTALL ONE ANCHOR AT,EACH INSTALLATION LOCATION:NO-ANCHORS'REQUIRED'IN'SILL. <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 <br /> CONSTRU,CTED_OF,HIGH DENSITY PLASTIC O"ETTER:WOOD,SHIMSARE NOTALLOWED. Z, <br /> 3:"ANQHOR TYPE,SIZE;SPACING AND EMBEDMENTSHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 <br /> 4:ALL•INSTALLATION'_ANCHORS MUST-BE MADE OF OR PROTECTED WITMA'CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS:IN CONTACT WITH PRESSURE TREATED.WOOD MUST LUCAS'A:TURNER,P.E._ <br /> BE PROTECTED TO PREVENT REACTION..' FL,PE#"58201_ i <br /> 1239 JABARA AVE. <br /> S.SPE INSTALLATION TABLE O SHEET 6L BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION,INSTRUCTIONS,AND ANCHORS,SHALL NOT'BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN:THE MINIMUM: NORTH PORT,FL 34288 <br /> C F <br /> PH.941.380-1574' <br /> 6:ANCHOR EMBEDMENT TO.SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO:"FOR CONCRETEJCMU,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. ANCHOR SCHEDULE AND <br /> INSTALLATIONS TO.HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES, <br /> 7:A MINIMUM CENTERrTO-CENTER.SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"'FOR WOOD AND METAL, DRAWN BY.' DATE: <br /> -8.WOOD OR MASONRY OPENINGS,BUCKS AND:BUCK FASTENERS'SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TOJRANSFER WIND LOADS TO THE STRUCTURE. BAT' 06118112: <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET;6_ CONCRETE AND MASONRY.SUBSTRATES MAY NOT BE CRACKED. DWG P. REV.: <br /> _.. ... _ CWS-812_ C.,ASEALING 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),.FMANVDMA 250(BOX WINDOWS),,FMA/AAMANVDMA 300(IXTERIOR DOORS) 1:15 <br /> 5.OF'6' <br />