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GENERAL NOTES <br /> 1.THE PRODUCT SHOWN HEREIN CONSTRUCTED FROM DECEUNINCK FL#22300 WINFORCE DOUBLE HUNG WINDOW <br /> EXTRUDED RIGID PVC FRAMES HAS BEEN TESTED TO AAMANVDMA/CSA APPROVED CONFIGURATIONS NON-IMPACT <br /> 101/I.S.2/A440-08/11,AND MEETS THE REQUIREMENTS OF THE FLORIDA <br /> BUILDING CODE,6TH EDITION(2017). CONFIGURATIONS NOTED AS HVHZ DESIGN IMPACT <br /> APPROVED HAVE ALSO BEEN TESTED TO TAS202-94,AND ARE CONFIGURATION HVHZ APPROVED RATING <br /> R <br /> PRESSURE RATING RATING <br /> ACCEPTABLE FOR USE IN THE HIGH VELOCITY HURRICANE ZONE. 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"x77"EQUAL LITE YES +50/-50 PSF 2NX77"MAX.SIZE ONLY. ALL <br /> 3. THE DESIGN PRESSURES INDICATED IN THIS DRAWING ARE AS 45" 86"EQUAL LITE YES +50/50 PSF OTHER CONFIGURATIONS <br /> x <br /> LIMITED BY ASTM E-1300 GLASS TABLES,AND TESTED WATER AND REQUIRE 2 LOCK ASSEMBLIES <br /> STRUCTURAL PRESSURES. 53'k86"EQUAL LITE NO +40/-5d PSF NONE <br /> 4.THIS DOCUMENT ADDRESSES PRODUCT ANCHORAGE TO ACHIEVE W/FULL SCREEN INSECT SCREEN NOTE: ALL <br /> THE INDICATED DESIGN PRESSURES AT THE INDICATED SIZES,IN THE 53"x86"EQUAL LITE NO +50/-50 PSF SIZES EXCEPT 53"X86"MAY USE <br /> CONFIGURATIONS SHOWN IN THE ELEVATIONS. INSTALL PRODUCTS W/HALF SCREEN FULLS EXCEPT <br /> EN 63 HALF SCREEN <br /> WITH MAXIMUM SHIM GAP,MINIMUM EDGE DISTANCE AND EMBEDMENT, 42"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 210-4067-02/02A/03/03A,AND WINDOW WIDTH 6"MAX 11"MAX.ON 24"MAX.WINDOW WIDTH <br /> 210-4083-03/04/05A/05C/06B/06C. 14"MAX.ON CENTER, <br /> 5.MINIMUM GLAZING IS INSULATING GLASS 1/8 ANNEALED+11T GED FROM <br /> STAINLESS STEEL INTERCEPT SPACER+1/8"ANNEALED,GLAZED WITH CENTER,TYP. CORNER, TYP 6"MAX.FROM <br /> GE SCS2801 SILICONE BACKBEDDING W/1/2"GLASS SITE. _ _� TYP. CORNER,TYP. <br /> 6.THE 4/3 ALLOWABLE STRESS INCREASE FACTOR(SHORT-TERM <br /> INCREASE FACTOR)HAS NOT BEEN USED IN THE ANCHOR ANALYSIS <br /> FOR THtS SYSTEM. THE 1.6 Cd'FAC70R WAS USED 14 THE ANALYSIS OF <br /> ANCHORAGE INTO WOOD SUBSTRATE. ao O O^ <br /> 7.THE OPENING SUBSTRATE MATERIALS(FRAMING,MASONRY,BUCKS) O r� } � <br /> AND ATTACHMENT OF BUCKS TO THE SUBSTRATE ARE BY OTHE U <br /> RS AND a rs [— 0 I— <br /> SHALL BE VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD ORLL t° 1: . coo <br /> AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). z ` X= w y�W <br /> BUCKING,OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY tY �L Z <C S Lucas <br /> DESIGNED&INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO io z - O z y� � Turner <br /> TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. WITH U F— 0 U U F—. ti U 2017-12-28 <br /> MASONRY OPENINGS,WOOD BUCKS ARE OPTIONAL. tY O z O Z 16:26+19:00 <br /> 8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE Z ui Cl g N p <br /> COATED OR OTHERWISE PROTECTED TO PREVENT GALVANIC z Q iv z XX <br /> REACTIONS. WOOD BUCKS,IF USED,SHALL BE PRESSURE TREATED, U A r U <br /> WITH EITHER A TREATMENT OR COATING COMPATIBLE WITH THIS <br /> PRODUCT. <br /> SILL ANCHOR 0 SILL ANCHOR <br /> �: ttO 32Ct <br /> 9.ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING SPACING SPACING 5 1SAME AS HEAD SAME AS HEAD <br /> COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL <br /> OTHER WINDOW MATERIALS. S4"x77" EQUAL LITE ELEVATION 24"x77"EQ.LITE ELEV. "w' <br /> .10.ALL HARDWARE$FASTENERS SHALL BE IN ACCORDANCE WITH :;tF'ot o p�QC; <br /> THESE DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY A r+t�tnrn+it <br /> FLORIDA REGISTERED PROFESSIONAL ENGINEER ON ASITESPECIFIC TABLE OF CONTENTS NORTHEAST BUILDING PRODUCTS <br /> 11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER SHEET DESCRIPTION 4280 Aramingo Ave.,Philadelphia,PA 19124 r <br /> 1 NOTES,ELEV., Ph.(215)535-7110 www.camelotMndows.com 12127/2017 <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 NOTADDRESSED BY THIS 2 ELEV.,GLAZING NOTES,ELEVATION 4/13/2017 FL PE 958201 <br /> DOCUMENT. 3 VERTICAL SECT. 1239 Jabara Ave. <br /> 12. FOR ADDITIONAL REQUIREMENTS SEE GENERAL ANCHOR NOTES, 4 HORIZ.SECTIONS SCALE: NTS REV:A North Port,FL 34288 <br /> SHEET4. 5.... BOM,PART DWGS. DRAWING:FPA-WINFORCE-DH-NI .. SHEET: 1 OF 5 Ph.941-380-1574.. <br />