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GENERALNOTES WINFORCE HORIZONTAL SLIDER WINDOW 1.THE PRODUCT SHOWN HEREIN CONSTRUCTED FROM DECEUNINCK EXTRUDED RIGID PVC FRAMES HAS BEEN TESTED TO AAMANVDMA/CSA 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 REQUIRED HVHZ IMPACT FOR USE IN THE HIGH VELOCITY HURRICANE ZONE. CONFIGURATION GLAZING' APPROVED PRESSURE RATING 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 104"x66"XX 2SL TYPE B NO +40/-40 PSF SHIM GAP,MINIMUM EDGE DISTANCE AND EMBEDMENT,AND WITH FASTENER TYPE AS SHOWN IN THE DETAILS AND AS INDICATED IN TABLE 1. 104"x66"XOX 1/4-1/2-1/4 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 FROM FACTOR)HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS LOCATION,TYP. ON CENTER, I 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. _ BE VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). BUCKING, 2 a DLO,TYP. C9 OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY DESIGNED& X X Y_ Lucas INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO TRANSFER Turner SUPERIMPOSED LOADS TO THE STRUCTURE. WITH MASONRY OPENINGS, Z m p 2018-03-13 WOOD BUCKS ARE OPTIONAL. gofZ 21:43+20:00 8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE COATED 0 W OR OTHERWISE PROTECTED TO PREVENT GALVANIC REACTIONS. WOOD H BUCKS,IF USED,SHALL BE PRESSURE TREATED,WITH EITHERA W}a `��PHORE41%�T'�,� TREATMENT OR COATING COMPATIBLE WITH THIS PRODUCT. U F �y ti� /;s.,t� 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 +0 5 ses WINDOW MATERIALS. 10.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE 74"X63"XX 2SL ELEVATION ;moo ware of :emu` DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY A FLORIDA 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 RESPONSIBILITY OF OTHERS AND ARE NOTADDRESSED BY THIS CONFIG.TABLE Ph.(215)535-7110 www.camelotwindows.com 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. NOTES,ELEVATION 4/13/2017 FL PE 1/58201 SHEETS. 4 VERTICAL SECT. 1239 Jabara Ave. 5 HORIZ.SECTIONS SCALE: NTS REV:B North Port,FL 34288 6 BOM,PART DWGS DRAWING:FPA-WINFORCESL-NI SHEET: 1 OF 6 Ph.941-380-1574