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GENERAL NOTES FL#223oo WINFORCE DOUBLE HUNG WINDOW <br /> 1.THE PRODUCT SHOWN HEREIN CONSTRUCTED FROM DECEUNINCK <br /> EXTRUDED RIGID PVC FRAMES HAS BEEN TESTED TO AAMA/WDMA/CSA APPROVED CONFIGURATIONS NON-IMPACT <br /> 101/I.S.2/A440-08/11,AND MEETS THE REQUIREMENTS OF THE FLORIDA DESIGN <br /> BUILDING CODE,6TH EDITION(2017). CONFIGURATIONS NOTED AS HVHZ HVHZ IMPACT <br /> APPROVED HAVE ALSO BEEN TESTED TO TAS202-94,AND ARE CONFIGURATION APPROVED PRESSURE RATING <br /> ACCEPTABLE FOR USE IN THE HIGH VELOCITY HURRICANE ZONE. RATING LOCK NOTE: 1 LOCK ASSEMBLY <br /> 2.THIS PRODUCT IS NON-IMPACT AND REQUIRES THE USE OF IMPACT 54"x77"EQUAL LITE YES +50/-50 PSF (ITEMS 23-25)ALLOWED FOR <br /> PROTECTIVE DEVICES(SHUTTERS)IN WINDBORNE DEBRIS REGIONS. 24,wr EQUAL LITE YES +50/-50 PSF 24"X77"MAX.SIZE ONLY. ALL <br /> 3. THE DESIGN PRESSURES INDICATED IN THIS DRAWING ARE AS 45"x86"EQUAL LITE YES +50/-50 PSF OTHER CONFIGURATIONS <br /> LIMITED BY ASTM E-1300 GLASS TABLES,AND TESTED WATER AND REQUIRE 2 LOCK ASSEMBLIES <br /> W/FULL <br /> STRUCTURAL PRESSURES. 53 <br /> FU86�LL <br /> EQUAL LITE NO +40/-50 PSF NONE <br /> 4.THIS DOCUMENT ADDRESSES PRODUCT ANCHORAGE TO ACHIEVE SCREEN INSECT SCREEN NOTE: ALL <br /> W <br /> THE INDICATED DESIGN PRESSURES AT THE INDICATED SIZES,IN THE 5 /HALF SCREEN 86"EQUAL LITE NO +50/-50 PSF SIZES EXCEPT 53"X86"MAY USE <br /> CONFIGURATIONS SHOWN IN THE ELEVATIONS. INSTALL PRODUCTS /H FULL SCREEN OR HALF SCREEN <br /> WITH MAXIMUM SHIM GAP,MINIMUM EDGE DISTANCE AND EMBEDMENT, 4Z x82"ORIEL NO +50/-50 PSF AT FULL DESIGN PRESSURE <br /> AND WITH FASTENER TYPE AS SHOWN IN THE DETAILS AND AS <br /> INDICATED IN TABLE 1. FOR FULL PRODUCT CONSTRUCTION DETAILS 54"MAX. <br /> SEE NCTL TEST REPORTS 210067-02102A103/03A,AND WINDOW WIDTH 6"MAX. 11"MAX'ON 24"MAX.WINDOW WIDTH <br /> 210-4083-03/04/05A/05C/068/06C. 14"MAX.ON FROM CENTER, <br /> 5.MINIMUM GLAZING IS INSULATING GLASS 118 ANNEALED+1/2"GED CENTER,TYP. CORNER, TYP. 6"MAX.FROM <br /> STAINLESS STEEL INTERCEPT SPACER+1/8"ANNEALED,GLAZED WITH <br /> GE SCS2801 SILICONE BACKBEDDING W/1/2"GLASS BITE. TYP. 1 CORNER'TYP. <br /> 6.THE 4/3 ALLOWABLE STRESS INCREASE FACTOR(SHORT-TERM L <br /> INCREASE FACTOR)HAS NOT BEEN USED IN THE ANCHOR ANALYSIS <br /> FOR THIS SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF <br /> ANCHORAGE INTO WOOD SUBSTRATE. Co a <br /> 7.THE OPENING SUBSTRATE MATERIALS(FRAMING,MASONRY,BUCKS) p S `n O ti <br /> AND ATTACHMENT OF BUCKS TO THE SUBSTRATE ARE BY OTHERS AND W _ � = a _ <br /> SHALL BE VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR ; � 0 � � 0 <br /> AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). x Z <C <br /> W } Z = LUC85 <br /> BUCKING,OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY 2 Q Z o _ O Z n Turner <br /> DESIGNED&INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO is U O � i�O t°O O n O 2017 12-2$ <br /> TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. WITH XX I <br /> r cl <br /> O p 16:26+19:00 <br /> MASONRY OPENINGS,WOOD BUCKS ARE OPTIONAL. Q —1Z ul <br /> —1Z <br /> 8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE 2 1-- r:..p 1— n O § <br /> COATED OR OTHERWISE PROTECTED TO PREVENT GALVANIC CO W 4 N Lu ) <br /> REACTIONS. WOOD BUCKS,IF USED,SHALL BE PRESSURE TREATED, U m C� g `1����" �REyy�rG f' <br /> WITH EITHER A TREATMENT OR COATING COMPATIBLE WITH THIS SILL ANCHOR SILL ANCHOR <br /> PRODUCT. SPACING SPACING <br /> 9.ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING SAME AS HEAD SAME AS HEAD "*= <br /> COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL Ypz sriE p ?r <br /> OTHER WINDOW MATERIALS. 54"x77" EQUAL LITE ELEVATION 24"x77"EQ. LITE ELEV. <br /> 10.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH F '•.... .... <br /> THESE DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY A <br /> FLORIDA REGISTERED PROFESSIONAL ENGINEER ON A SITE-SPECIFIC TABLE OF CONTENTS NORTHEAST BUILDING PRODUCTS <br /> BASIS. SHEET DESCRIPTION 4280 Aramingo Ave.,Philadelphia,PA 19124Z <br /> 11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER 1 NOTES,ELEV., Ph.(215)535 7110 www.camelotwindowscom 1212712017 <br /> INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE CONFIG.TABLE SHEET DESCRIPTION: DATE DRAWN: Lucas A.Turner,P.E. <br /> RESPONSIBILITY OF OTHERS AND ARE NOT ADDRESSED BY THIS 2 ELEV.,GLAZING NOTES,ELEVATION 4/13/2017 FL PE#58201 <br /> DOCUMENT. 3 VERTICAL SECT. SCALE: NTS REV:A 1239 Jabara Ave. <br /> 12. FOR ADDITIONAL REQUIREMENTS SEE GENERAL ANCHOR NOTES, 4 HORIZ.SECTIONS North Port,FL 34288 <br /> SHEET4. 5 BOM,PART DWGS DRAWING:FPA-WINFORCE-DH-NI SHEET: 1 OFS Ph.941-380-1674 <br />