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GENERALNOTES CAMELOT SLIDING GLASS DOORS AND SIDELITES, NON-IMPACT <br /> 1.THE PRODUCT SHOWN HEREIN CONSTRUCTED FROM CHELSEA BUILDING <br /> PRODUCTS EXTRUDED RIGID PVC FRAMES HAS BEEN TESTED TO TAS202-94 <br /> AND AAMA/WDMA/CSA 101/I.S.2/A440-08/11,AND MEETS THE REQUIREMENTS OF FL#22355 <br /> THE FLORIDA BUILDING CODE,5TH EDITION(2014),FOR USE OUTSIDE THE HIGH 106"MAX.DOOR WIDTH <br /> VELOCITY HURRICANE ZONE. <br /> 2.THIS PRODUCT IS NON-IMPACT RESISTANT AND REQUIRES THE USE OF <br /> IMPACT PROTECTIVE DEVICES(SHUTTERS)IN WINDBORNE DEBRIS REGIONS. <br /> 3. THE DESIGN PRESSURES INDICATED IN THIS DRAWING ARE AS LIMITED BY <br /> ASTM E-1300 GLASS TABLES,AND TESTED WATER AND STRUCTURAL , <br /> PRESSURES. <br /> 4.THIS DOCUMENT ADDRESSES PRODUCT ANCHORAGE TO ACHIEVE THE ga <br /> INDICATED DESIGN PRESSURES AT THE INDICATED SIZES,IN THE U <br /> CONFIGURATION SHOWN IN THE ELEVATIONS. INSTALL PRODUCTS WITH � _ <br /> MAXIMUM SHIM GAP,MINIMUM EDGE DISTANCE AND EMBEDMENT,AND WITH ul <br /> FASTENER TYPE AS SHOWN IN THE DETAILS AND AS INDICATED IN TABLE 1. z _ <br /> FOR FULL PRODUCT CONSTRUCTION DETAILS SEE ATI/INTERTEK TEST p <br /> REPORTS C7941.03-501-44-R0,D0979.03-501-44-R1,C8717.02-501-44-R0,AND U O <br /> D1113.02-501-44-R0. O o 0 <br /> 5.MINIMUM GLAZING IS INSULATING GLASS 1/8 TEMPERED+1/2"GED xx <br /> STAINLESS STEEL INTERCEPT SPACER+1/8"TEMPERED,GLAZED WITH GE Q <br /> SCS2801 SILICONE BACKBEDDING W/5/8"GLASS BITE FOR DOOR PANELS AND <br /> 1/2"GLASS BITE FOR SIDELITES. � W <br /> 6.THE 4/3 ALLOWABLE STRESS INCREASE FACTOR(SHORT-TERM INCREASE. ,n U <br /> FACTOR)HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS SYSTEM. INSTALLATION 1 <br /> THE,1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF ANCHORAGE INTO WOOD FASTENER <br /> SUBSTRATE. " LOCATION,TYP. <br /> 7.THE OPENING SUBSTRATE MATERIALS(FRAMING,MASONRY,BUCKS)AND <br /> ATTACHMENT OF BUCKS TO THE SUBSTRATE ARE BY OTHERS AND SHALL BE <br /> VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY <br /> THE AUTHORITY HAVING JURISDICTION(AHJ). BUCKING,OPENINGS,&BUCKING <br /> FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED BY OTHERS IN Lucas Turner <br /> ACCORDANCE WITH THE FBC TO TRANSFER SUPERIMPOSED LOADS TO THE REPLACEMENT OXO ELEVATION <br /> STRUCTURE. WITH MASONRY OPENINGS,WOOD BUCKS ARE OPTIONAL. SEE DETAILS SHEET 4 2017-05-25 <br /> 8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE COATED OR 15:56+20:00 <br /> OTHERWISE PROTECTED TO PREVENT GALVANIC REACTIONS. WOOD BUCKS, <br /> IF USED,SHALL BE PRESSURE TREATED,WITH EITHER ATREATMENT OR <br /> COATING COMPATIBLE WITH THIS PRODUCT. <br /> 9.ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING a ENg••.% <br /> OXO FRAME TYPE MAX.SIZE DESIGN PRESSURE RATING '� e ? <br /> COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL OTHER Na 58201 <br /> WINDOW MATERIALS. REPLACEMENT 106"X 79-1/2" +40/-50 PSF <br /> 10.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE <br /> 29's STATE <br /> DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY A FLORIDA :,01. P;4u, <br /> REGISTERED PROFESSIONAL ENGINEER ON A SITE-SPECIFIC BASIS. a%'_s•c 1 <br /> 11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION "'asION111%%:+``� <br /> RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF NORTHEAST BUILDING PRODUCTS <br /> OTHERS AND ARE NOT ADDRESSED BY THIS DOCUMENT. 4280 Aramingo Ave.,Philadelphia,PA 19124 z <br /> 12. FOR ADDITIONAL REQUIREMENTS SEE GENERAL ANCHOR NOTES,SHEET 3. Ph.(215)535-7110 www.camelotwindows.com 5/25/2017 <br /> SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E. <br /> NOTES,ELEVATION 5/9/2017 FL PE#58201 <br /> 1239 Jabara Ave. <br /> SCALE: NTS REV:0 North Port,FL 34288 <br /> DRAWING:FPA-CAMELOT-SGD-NI SHEET: 1 OF Ph.941-380-1574 <br />