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GENERA NOTES 1.THEP PRODUCT WINFORCE HORIZONTAL SLIDER WINDOW 1.THE PRODUCT SHOWN HEREIN CONSTRUCTED FROM DECEUNINCK EXTRUDED RIGID PVC FRAMES HAS BEEN TESTED TO AAMANVDMAtCSA NON-IMPACT 101/I.S.2/A440-08/11,AND MEETS THE REQUIREMENTS OF THE FLORIDA APPROVED CONFIGURATIONS BUILDING CODE,6TH EDITION(2017). CONFIGURATIONS NOTED AS HVHZ APPROVED HAVE ALSO BEEN TESTED TO TAS202-94,AND ARE ACCEPTABLE DESIGN CONFIGURATION REQUIRED HVHZ RAPING FOR USE IN THE HIGH VELOCITY HURRICANE ZONE. GLAZING* APPROVED PRESSURE KITING 2.THIS PRODUCT IS NON-IMPACT AND REQUIRES THE USE OF IMPACT RATING PROTECTIVE DEVICES(SHUTTERS)IN WINDBORNE DEBRIS REGIONS. 74"x63"XX 2SL TYPE A YES +50/-50 PSF 3. THE DESIGN PRESSURES INDICATED IN THIS DRAWING ARE AS LIMITED 84"x66"XX 2SL TYPE B YES +50/-50 PSF BY ASTM E-1300 GLASS TABLES,AND TESTED WATER AND STRUCTURAL PRESSURES. 104"x66"XOX EQUAL LITE TYPE A YES +50/-50 PSF 4.THIS DOCUMENT ADDRESSES PRODUCT ANCHORAGE TO ACHIEVE THE 93"x66"XOX 1/4-1/2-1/4 TYPE A SASH YES +55/-55 PSF NONE INDICATED DESIGN PRESSURES AT THE INDICATED SIZES,IN THE TYPE B FIXED CONFIGURATIONS SHOWN IN THE ELEVATIONS. 'X'INDICATES OPERABLE PANEL,'O'INDICATES FIXED PANEL. INSTALL PRODUCTS WITH MAXIMUM 104x66"XX 2SL TYPE B NO +401-40 PSF SHIM GAP,MINIMUM EDGE DISTANCE AND EMBEDMENT,AND WITH FASTENER TYPE AS SHOWN IN THE DETAILS AND AS INDICATED IN TABLE 1. L104'k66"XOX 114-1/2-1/4 TYPE B NO +40/-40 PSF FOR FULL PRODUCT CONSTRUCTION DETAILS SEE NCTL TEST REPORTS 210-4067-01/01A/01B/01C,AND 210-4081-01B/01C/02B/03B/04A/04C *SEE GLAZING DETAILS,SHEET 2 5.APPROVED MINIMUM GLAZING IS AS SHOWN IN GLAZING DETAILS ON SHEET 2 AND AS SPECIFIED IN ALLOWABLE CONFIGURATIONS TABLE ON INSTALLATION 74"MAX.WINDOW WIDTH THIS SHEET. FASTENER 10-1/2"MAX 6"MAX. 6.THE 4/3 ALLOWABLE STRESS INCREASE FACTOR(SHORT-TERM INCREASE LOCATION,TYP. FROM FACTOR)HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS ON CENTER, CORNER, SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF ANCHORAGE TYP." TYP INTO WOOD SUBSTRATE. 7.THE OPENING SUBSTRATE MATERIALS(FRAMING,MASONRY,BUCKS)AND --� ATTACHMENT OF BUCKS TO THE SUBSTRATE ARE BY OTHERS AND SHALL 32-5/8"MAX F BE VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR AS ' DLO,TYP. C7 APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). BUCKING, n OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY DESIGNED& 0 uj = Lucas INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO TRANSFER X X 5: SUPERIMPOSED LOADS TO THE STRUCTURE. WITH MASONRY OPENINGS, x w �,�O Turner WOOD BUCKS ARE OPTIONAL. ¢Z Z 2018-03-13 8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE COATED O it 21:43+20:00 OR OTHERWISE PROTECTED TO PREVENT GALVANIC REACTIONS. WOOD CO U w BUCKS,IF USED,SHALL BE PRESSURE TREATED,WITH EITHER A W 0 n ..�`'9 TREATMENT OR COATING COMPATIBLE WITH THIS PRODUCT. - t0� . ticFnrS,• ,� y 9.ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING Z SILL ANCHOR SPACING COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL OTHER O SAME AS HEAD = �'" g267 '' 8 e*• * ,�: WINDOW MATERIALS. = 10.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE 74"X63"XX 2SL ELEVATION ;'P': Srate of DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY A FLORIDA ~�p"F'=cL p R�pP' J REGISTERED PROFESSIONAL ENGINEER ON A SITE-SPECIFIC BASIS. TABLE OF CONTENTS 11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER SHEET DESCRIPTION NORTHEAST BUILDING PRODUCTS INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE 1 NOTES,ELEV., 4280 Aramingo Ave.,Philadelphia,PA 19124 i`y RESPONSIBILITY OF OTHERS AND ARE NOTADDRESSED BY THIS CONFIG.TABLE Ph.(215)535-7110 www.camelotwindowsmm 3/12/2018 DOCUMENT. 2 ELEV.,GLAZING SHEET DESCRIPTION: DATE DRAWN: Lucas A.Turner,P.E. 12. FOR ADDITIONAL REQUIREMENTS SEE GENERAL ANCHOR NOTES, 3 XOX ELEV.SHEET 5. 4 VERTICAL SECT. NOTES,ELEVATION 4/13/2017 FL PE#58201 5 HORIZ.SECTIONS SCALE: NTS REV: 1239 Jabara Ave. B North Port,FL 34288 6 BOM,PART DWGS. DRAWING:FPA-WINFORCESL-NI. .- SHEET 1 OF 6. ..Ph.941-38071574