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14"MAX.O.0(TYP,) —_--- ����®�•l�%J—�I----{I 4-MAX(TYP) ---{{{����7TT---6"MAX.0 C.(TYP.) WINDOW SYSTEMS <br /> 6"MAX(TYP.) 1 I SEE NOTE 2 I SEE NOTE 2 1900 SW 44TH AVE. <br /> ---------- �."MAX(TYP) <br /> 6"MAX.(TYP.) �- OOCALA,FLORIDA 34474 <br /> ---------- <br /> 1 I I 1 <br /> 1 8300 PVC <br /> I I b' I I PICTURE WINDOW <br /> MAX O.C. <br /> 1 I (TYP) I I INSTALLATION IMPACT <br /> - <br /> -INSTALLATION 1 1 ANCHOR(TYP.) <br /> I 1 ANCHOR(TYP.) <br /> dAXO.C.J I I I I a z 3 az� <br /> (TYP.) 1 1 I 1 I-. O W O 10 W 0 0 <br /> I 1 1 W�ZOZ �-zF- <br /> O 1 1 O 1 U. H W�ZO22= <br /> Z Z72 w 00 <br /> 0 000Z6'I-w O. <br /> 1 1 p Z-n-ZH.Ow <br /> I I I a OZ>u �00Wz <br /> I I I I a}QWFxo_ <br /> W p0 LuU)0 W O W <br /> X Z�TW O�/1 <br /> I 1 1 1 p WII=_ ai >- <br /> a 2'w <br /> ANCHOR LAYOUT-(FLANGE) AN(:11CR LAYOUT-(FIN) � P,......-- <br /> DP+/-55 PSF OP a, 55 PSF `V5•��GF1J$F <br /> No 58201 <br /> =b: az <br /> STATE OP <br /> cs C0R1V:C�el: <br /> s10 <br /> NOTES: <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. <br /> 2.SHIM AS RED.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 /> CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED (lam <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TAB'.E 1 SHEE i'8. 9/22/2017 - <br /> LUCAS A.TURNER,P.E. <br /> 4 ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESIST ANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST 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 STRLzNGTHS LESS THAN THE MINIMUM NORTH PORT, 34288 <br /> PH.941-380-1.1574 <br /> SPECIFIED IN TABLE 1,SHEET 8 <br /> SHEET DESCRIPTION' <br /> 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESS114G OR STUCCO. FOR CONCRETE/CMU 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 REQURE 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 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS 3"FOR MASONRY.1')'OR WOOD AND METAL. ADE 05/05/67 <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 Li)ADS TO THE STRUCTURE. Owr/. RE`:. <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIRENII=NTS AS SHOWN 114 TABLET.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 /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS). FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 6 OF 8 <br />