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TAME OF CONWTIS <br /> SHEET OMCRPTIGN <br /> SERIES 82000 HORIZONTAL SLIDING WINDOW NON-IMPACT - z-== "°m <br /> 3.........ANDNORAGE DETAILS.NOTES <br /> _ PART DRAWINGS <br /> 04. <br /> O- 0C <br /> o. <br /> . 63" MAX. OVERALL WIDTH o J r, <br /> . 27 11/16" MAX. 28 5/16"'Max... O.�a•n <br /> SASH D.LO:WIDTH FIXED D.L.O. WIDTH. 0'Q¢. <br /> 4'-MAX:FROM 14` � .Z CL - - <br /> CORNER,TYP. . .MAX. O.C.. a O 17 Ail'V ILL. <br /> F .' <br /> TABLE 1.'DESIGN PRESSURE RATINGS. - <br /> 2 <br /> GLASS DESIGN PRESSURELIRE IMPACT RATING - - - INSTALLATION <br /> FASTENER LOCATION,' . <br /> t/8"-tf8"LG. �• O 'TYP.,SEE SHEET 3 <br /> +30f-30 PSF -NONE _ <br /> ANNEALED MINIMUM ry- x _ •. <br /> 3 4 p. 5. --1 <br /> 5/32-ANNEALED d 2 2 ! 2 ?r <br /> MINIMUM }20/=20 PSF _ NONE' . x . . . . z O' <br /> XONO <br /> ry <br /> x o 0 <br /> io O V) <br /> h J Q Lij <br /> 2 " Lucas A:TumeF Z U)V� <br /> 2 201"&17 <br /> 11:16-04:00 <br /> ��,%00O Ehl•pATL+r4r cwlwx en <br /> W <br /> SILL ANCHOR rr•'\ $"'•..Q r LAT <br /> SPACING SAME- C7 �' F v, <br /> EXTERIOR ELEVATION AS HEAD No SB201 •;93: <br /> 6/15/16 <br /> 13 STATE OF• w�4 NTS <br /> A' P v� <br /> RLIMM <br /> 11..ETH SRPRO UCT,EFABRICATED AND ANCHORED AS DETAILED IN THIS DRAWING, IS NON—IMPACT RESISTANT AND REOUIRES THE USE,OF IMPACT PROTECTIVE DEVICES.(SHUTTERS)IN.WINDBORNE DEBRIS REGIONS,, ���r�IQp..... �� ' <br /> 2.THIS PRODUCT HAS BEEN.TESTED TO MAMA/WOMp/CSA 101/I.S.2/A440—O8/11,AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING,CODE,5TH EDITION(2014),NO INCLUDING THE HIGH VELOCTIY nfl�aoM: <br /> HURRICANE ZONE. PRODUCTS SHALL BE CONSTRUCTED.AS INDICATED IN INTERTEK/ATT REPORTS 1`5086.01-109-44—RO AND F9844.01=109-44—RO;.FOR DETAILS NOT SHOWN IN THIS DRAWING SEE REPORTS.• _ <br /> 3.ALLOWABLE CONFIGURATIONS. XO(OPERABLE/FIXED)OR OX(FD(ED/OPERABLE) <br /> 4.THE DESIGN PRESSURE RATINGS AS SHOWN IN TABLE 1,THIS SHEET.ARE AS LIMITED BY ASTM E-1300 04 GLASS TABLES.AND TESTED WATER AND STRUCTURAL PRESSURES: OTHER GLASS.'ANNEALED OR <br /> TEMPERED OF�GREATER OR'EQUAL THICKNESS TO THOSE NOTED IN TABLE 1,WHICH MEETS'ASTM,E-1300 REQUIREMENTS FOR EACH PROJECT,MAY BE USED. <br /> 5.THE 4/3 ALLOWABLE STRESS INCREASE FACTOR(SHORT—TERM INCREASE FACTOR)HAS.NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS;SYSTEM. THE 1.6-Cd-FACTOR'WAS USED IN THE ANALYSIS OF- 6/17/2016 FPA-82000 <br /> ANCHORAGE INTO WOOD SUBSTRATE.' LUCAS A. TURNER, P.E.- ,btizui <br /> 6..INSTALLAMON'OF WOOD BUCKS TO THE SUBSTRATE TO BE ENGINEERED.BY OTHERS.OR AS APPROVED.BY TR£AUTHORITY HAVING JURISDICTION(AH.J.).. BUCKinG;OPENINGS,&BUCKING FASTENERS MUST FL PE # 56201 <br /> BE'PROPERLY.DESIGNED&INSTALLED BY OTHERS IN ACCORDANCE-WITH THE FBC TO TRANSFER+SUPERIMPOSED LOADS TO THE STRUCTURE. 'ADEQUACY OF THE STRUCTURE TO RECEIVE'THESE LOADS'SHALL BE - � 'NOTES,• . . . . <br /> VERIFIED BY THE CONTRACTOR OR A.H.J. ' TURNERONSULnNG, I NG'& ELEVATION <br /> 7. DISSIMILAR MATERIALS]HAT COME-INTO CONTACT SHALL BE COATED OR OTHERWISE PROTECTED PER FBC CHAPTER,20 TO PREVENT GALVANIC REACTIONS. -WOOD 6UCKS,IF USED,SHALL BE PRESSURE' CONSULTING, ANC: <br /> TREATED,WITH.EITHER A TREATMENT OR COATING COMPATIBLE WITH THIS PRODUCT: ALL ANCHORS USED SHALL BE OF A MATERIAL OR.HAVE A.COATING COMPATIBLE WITH THE PRESSURE TREATED.WOOD BUCKS (COA # 29779). <br /> AND ALL OTHER WINDOW MATERIALS. 1239 JASARA AVE - <br /> 8.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE"WITH THESE DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY A FLORIDA—REGISTERED PROFESSIONAL ENGINEER ON A SRE-SPECIFIC BASIS., SHEET <br /> 9.SEALING ANO-FLASHING STRATEGIES FOR OVERALL WATER'INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE.RESPONSIBILITY OF-OTHERS AND,IS NOT ADDRESSED BY THS DOCUMENT, NORTH'PORT, FL.34288 'I, Of -0•. <br /> PH. 941-380-1574 <br />