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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 114-1/2-1/4 TYPE B NO +40/-40 PSF FOR FULL PRODUCT CONSTRUCTION DETAILS SEE NCTL TEST REPORTS 2104067-01/01AI01B/01C,AND 2104081-01 B/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 F ON CENTER, CORNER, SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF ANCHORAGE I 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, o DLO,TYP. w OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY DESIGNED& 0 X X m LUCBS INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO TRANSFER u 3: Turner SUPERIMPOSED LOADS TO THE STRUCTURE. WITH MASONRY OPENINGS, w m p 2018-03-13 WOOD BUCKS ARE OPTIONAL. w z 21:43+20:00 8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE COATED O L OR OTHERWISE PROTECTED TO PREVENT GALVANIC REACTIONS. WOOD U H BUCKS,IF USED,SHALL BE PRESSURE TREATED,WITH EITHER A W r �- ,��"''DREl4T TREATMENT OR COATING COMPATIBLE WITH THIS PRODUCT. r,U CENsfi L;Qg!.,� a`.... , . 9.ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING z SILL ANCHOR SPACING O �30 562Q1 :P G COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL OTHER SAME AS HEAD WINDOW MATERIALS. 74"x63"XX 2SL ELEVATION 10.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE O,c., DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY A FLORIDA %,FS' REGISTERED PROFESSIONAL ENGINEER ON ASITESPECIFIC BASIS. TABLE OF CONTENTS %.S�o�;� �� 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 3/12/201B DOCUMENT. 2 ELEV.,GLAZING SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E. 12. FOR ADDITIONAL REQUIREMENTS SEE GENERAL ANCHOR NOTES, 3 XOX ELEV. NOTES,ELEVATION 4/13/2017 FL PE#58201 SHEET 5. 4 VERTICAL SECT. SCALE 1239 Jabara Ave. : NTS REV:B 5 HORIZ.SECTIONS North Port,FL 34288 6 BOM,PART DWGS DRAWING:FPA-WINFORCESL-NI SHEET: 1 OF 6 Ph.941-380-1574