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WINDOW SYSTEMS <br /> 4"MAX.(TYP) 8"MAX.O.C.(fYP.) 1900 SW 44TH AVE. <br /> 6-MAX.(TYP,) 7 518"MAX.O.C'(TYP.) SEE NOTE 2 n•MAX.(TYP jT SEE NOTE 2 OCALA.FLORIDA 34474 <br /> ---------------- WWW.CWS.CC <br /> 6"MAX.(TYP.)— I I T <br /> 8300 PVC <br /> J I I PICTURE WINDOW <br /> 7 518' MAX D.C. I I IMPACT <br /> MAX CC. (TYP I <br /> (TYP.) I I I I <br /> I I I I < ? <Woo <br /> I I I I z w°moo ¢Czw <br /> w I I I oWz wz <br /> INSTALLATION INSTALLATION _ O-�-_ACHOR T ) ANCHOR(TYP.) m <br /> Z � <br /> ZX2 Q�woo <br /> I I I I I I I I o wzIL� -v0v - Ina <br /> ,_ OnQ 0zU)Z <br /> I I I I < =��}� oz <br /> I I I w 0n w w 0o w w w <br /> I I I as -— c0gU) <br /> I I I I of z: C��' <br /> I I I <br /> j�pF'.y�CE NSF*%Q41 � <br /> ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FINI No 58201 t� <br /> DP al-65 PSF DP-.'-65 PSf <br /> =ro: :C: <br /> :9= STATE OF PJJ <br /> �v <br /> NOTES: <br /> 1 INS FALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES, SILT.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 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE `a <br /> CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED 1 <br /> 3.ANCHOR TYPE.SIZE.SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 <br /> A.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 LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. <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 NORTH PORT,FL 34288 <br /> PH.941-380-1574 <br /> SPECIFIED IN TABLE 1,SHEET 8. .._ <br /> SHEET DESCRIPTION, <br /> 5.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE& <br /> INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES <br /> INSTALLATIONS TO HOLLOW CMU REOUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUC f AND SUDSIRATE <br /> DRAWL©Y: UAIE: <br /> 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS 3"FOR MASONRY,V FOR WOOD AND METAL. ADE 05105/07 <br /> S.WOOD OR MASONRY OPENINGS,BUCKS AND DUCE(FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND II4STALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, or✓G a: REV <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE I,SHEET 8 CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E <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 /> FMAIAAMA 100(FIN WINDOWS).FMA/AAMA 200(FLANGE WINDOWS). FMAM'DMA 250(BOX W4,1001A'S),FrAA/AAMAr^/DMA 300(EXTERIOR DOORS) 1:20 7 OF 8 <br />