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- TAM OF CONTENTS <br /> SHEET DESCRIPTOR <br /> SERIES 82000 HORIZONTAL SLIDING WINDOWN., Rw N. <br /> NON-IMPACT L-....ELEIATK.L M0JLrtES N <br /> S GE S <br /> - 4..,..-..&QM.,JOINDiY,PART DRAWINGS z <br /> 0 0 <br /> us <br /> - ry'200�0 <br /> 0.K? I ' <br /> - 63" MAX, OVERALL.WIDTH <br /> . 27•11/16-MAX. 28 5/18-MAX., FIX <br /> ED D.L.O. WIDT ¢ <br /> SASH D.L.O.-WIDTH <br /> �t <br /> 4" MAX, FROM MAX'D.C. U z.a DO <br /> CORNER, TYP. - 71 TYR. '� - a N y ' <br /> o Q W <br /> TABLE 1.DESIGN PRESSURE.RATINGS 2 <br /> GLASS RATING <br /> PRESSURE IMPACT RATINGtNSTASLATION <br /> RATING FASTENER LOCATION, <br /> TYP., SEE SHEET 3 <br /> 1.0 #30/-30 PSF NONE s <br /> ANNEALED MtN;MUM _ 4 5. - _J_ <br /> 2 2 2 H <br /> 5/3MINIMUMlE0 +20/-20 PSF NONE . . o . . . . 2 0 p . <br /> —a:.- Q <br /> cy' -� <br /> ^. =ZW <br /> R <br /> 2 Lucas A.Turner 2 0 N <br /> 2 2016.06.1T > <br /> — - --- - —-- - - 11:16-04:00 <br /> a . . SILL ANCHOR. JP�y.��Og�Grfr4„ aa+axsn , <br /> c,• LAT <br /> SPACING SAME r <br /> EXTERIOR ELEVATION As HEAD �Q,: No 58201 <br /> 6/15/16 <br /> swe <br /> STATE OF NTS <br /> It r <br /> Sr.Ej11FR_ AL NOTF_„S, i e�s1� <br /> 1.THIS PRODUCT, FABRICATED AND ANCHORED'AS DETAILED IN THIS_DRAWING,IS NON-IMPACT RESISTANT AND REQUIRES THE USE.OF IMPACT PROTECTIVE DEVICES(SHUTTERS) IN,WINDBORNE DEBRIS REGIONS, /4pet ooll ' <br /> 2.THIS PRODUCT HAS BEEN TESTED TO AAMA/WOMA/CSA 101/I.S.2/A440-08/11,AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,57H EDITION(2014), NOT INCLUDING THE HIGH VELOCITY AensgN; <br /> HURRICANE ZONE:PRODUCTS SHALL BE CONSTRUCTED AS INDICATED IN IN AV REPORTS F5086.01-109-44-RO AND F9644.01-109-44-RO;FOR DETAILS NOT,SHOWN IN THIS DRAWING SEE REPORTS. , <br /> 3.ALLOWABLE CONFIGURATIONS: XO(OPERABLE/FIXED)OR OX-(FIXED/OPERABLE) - .- - _;5 <br /> 4.THE DESIGN PRESSURE RATINGS AS SHOWN;N TABLE 1,THIS SHEET,ARE AS LIMITED BY.ASTM E-1300 04 GLASS TABLES,AND TESTED WATER AND STRUCTURAL PRESSURES, OTHER GLASS;ANNEALED OR / pppyp E <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. FPO-82000 <br /> 5.THE 4/3 ALLOWABLE STRESS INCREASE FACTOR (SHORT-TEAM INCREASE FACTOR)HAS NOT,BEEN USED IN THE ANCHOR ANALYSIS FOR THIS'SYSTEM. THE-1.6 Cd FAC70R-WAS USED IN THE ANALYSIS OF� 6/17/2016 <br /> ANCHORAGE INTO WOOD SUBSTRATE.' LUCAS A.-TURNER, P.E. <br /> - 8.,INSTALLATION'OF WOOD DUCKS TO THE SUBSTRATE TO BE ENGINEERED.BY OTHERS.OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(A.H.J,). BUCKING,'OPENINGS,&BUCKING FASTENERS MUST FL PE f 58201 ' <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. TURNER ENGINEERING'&' ELEVATION <br /> 7. DISSIMILAR MATERIALS THAT COME INTO CONTACT'SHALL BE COATED OR OTHERWISE PROTECTED PER FBC CHAPTER,20 TO-PREVENT GALVANIC REACTIONS. WOOD BUCKS,IF USED,SHALL.BE PRESSURE' CONSULTING, INC. <br /> .TREATED,WITH EITHER A TREATMENT OR COATING COMPATIBLE WITH THIS PRODUCT: ALL ANCHORS USED SHALL BE OF A MATERIAL OR RAVE A COATING COMPATIBLE WITH THE PRESSURE TREATED-WOOD BUCKS (COA # 29779).AND ALL OTHER WINDOW MATERIALS. 1239 JABARA 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 STTE-SPECIFIC BASIS., • SHEET <br /> 9. SEAUNG AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS AND IS NOT ADDRESSED BY THIS DOCUMENT. NORTH PORT, FL-34288 1 of 4 <br /> PH. 941-380-1574, <br />