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1.THEPR PRODUCT WINFORCE PICTURE WINDOW 4760 N 1.THE PRODUCT SHOWN HEREIN CONSTRUCTED FROM DECEUNINCK FL#22303 � �, ON-IMPACT EXTRUDED RIGID PVC FRAMES(PROFILE 4760) HAS BEEN TESTED TO TAS202-94 AND AAMA/WDMA/CSA 101/I.S.2/A440-08/11,AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,6TH EDITION(2017), _ 6"MAX.FROM 6"MAX.FROM INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 21" CORNER,TYP. 21" CORNER,TYP. 2.THIS PRODUCT IS NON-IMPACT RESISTANTAND REQUIRES THE USE OF MAX.ON MAX.ON IMPACT PROTECTIVE DEVICES(SHUTTERS)IN WINDBORNE DEBRIS REGIONS. CENTER, + � CENTER,- 3. THE DESIGN PRESSURES INDICATED IN THIS DRAWING AREAS LIMITED BY TYP. 0 0 0TYP. ASTM E-1300 GLASS TABLES,AND TESTED WATERAND STRUCTURAL PRESSURES. 4.THIS DOCUMENT ADDRESSES PRODUCT ANCHORAGE TO ACHIEVE THE INSTALLATION INSTALLATION INDICATED DESIGN PRESSURES AT THE INDICATED SIZES,IN THE FASTENER = FASTENER = CONFIGURATION SHOWN IN THE ELEVATIONS. INSTALL PRODUCTS WITH lL LOCATION,TYP. 0 W LOCATION,TYP. 0 MAXIMUM SHIM GAP,MINIMUM EDGE DISTANCE AND EMBEDMENT,AND WITH Z. ituJ ZFASTENER TYPE AS SHOWN IN THE W FOR FULL PRODUCT CONSTRUCTION DETAILS SEE NCTLLS AND AS ITEST REPORTS CATED IN TABLE 1 w n- OU u � OU u � 210-4064-01,2104064-01A,210-4064-02,AND 210-4064-02A 0- -a O (_ -0_ O 5.INSTALLED GLAZING SHALL MEET ASTM E-1300 FOR THE APPLICABLE DESIGN O O o V C) O V o V o �;••, 0 Ij� OLOOCO Z_ w pin000 Z_ PRESSURES AND WINDOW SIZE. MINIMUM GLAZING FOR LARGEST APPROVED u_ .0 -O X2 LL X O X O : SIZE/PRESSURES IS DUAL PANE NG SING STEEL INTERCEPT SPACER WITH TWO L TIES OF /S16uTEMPERED.EGLAZE WITH 2 a. n- Q j j Q GE SCS2801 SILICONE BACKBEDDING W/1/2"GLASS BITE.PRODUCT WAS TESTED WITH ANNEALED DUAL-PANE I.G. n 6.THE 4/3 ALLOWABLE INCREASE STRESS INCREASSE FACTOR(SHORT-TERM INCREASE FACTOR)HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF ANCHORAGE INTO WOOD SUBSTRATE. 7.THE OPENING SUBSTRATE MATERIALS(FRAMING,MASONRY,BUCKS)AND ATTACHMENT OF BUCKS TO THE SUBSTRATE ARE BY OTHERS AND SHALL BE 54"MAX' SILL ANCHOR "M VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY WINDOW WIDTH SPACING WINDOW WIDTH THE AUTHORITY HAVING JURISDICTION(AHJ). BUCKING,OPENINGS,&BUCKING SAME AS HEAD FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED BY OTHERS IN ACCORDANCE WITH-THE FBC TO TRANSFER SUPERIMPOSED LOADS TO THE EQUAL LEG/FLANGE ELEVATION FIN ELEVATION STRUCTURE. WITH MASONRY OPENINGS,WOOD BUCKS ARE OPTIONAL. SEE DETAILS SHEET 2 SEE DETAILS SHEET 3 8.DISSIMILAR MATERIALS THAT COME INTO CONTACTSHALL BE COATED OR OTHERWISE PROTECTED TO PREVENT GALVANIC REACTIONS. WOOD BUCKS, IF USED,SHALL BE PRESSURE TREATED,WITH EITHER A TREATMENT OR DESIGN PRESSURE �� ',ORE..... � ey r cEhs COATING COMPATIBLE WITH THIS PRODUCT. IMPACT RATING Lucas , y F 9.ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING RATING Tumer2018-02-08 N. 5920i � COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL OTHER +80/-80PSF NONE 11:12+19:0 =* * *+ WINDOW MATERIALS- 11:12+19:00 S iC zA: srRTE of 10.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY FLORIDA REGISTERED PROFESSIONAL ENGINEER ON A SITE-SPECIFIC BASIS. NORTHEAST BUILDING PRODUCTS 11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF 4280 Aramingo Ave.,Philadelphia,PA 19124 Z OTHERS AND ARE NOT ADDRESSED BY THIS DOCUMENT. Ph.(215)535-7110 www.camelotwindows.com 2/6/2018 12. FOR ADDITIONAL REQUIREMENTS SEE GENERAL ANCHOR NOTES,SHEET 3. SHEET DESCRIPTION: DATE DRAWN: Lucas A.Tumer,P.E. 13.WIDTH AND HEIGHT AS SHOWN IN THE ELEVATIONS MAY BE TRANSPOSED; NOTES,ELEVATIONS 4/13/2017 FL PE#58201 IF SO THEN 21"MAX.ON CENTER ANCHOR SPACING APPLIES TO THE JAMB AND 1239 Jabara Ave. THE SMALLER ANCHOR SPACING APPLIES TO THE HEAD/SILL. SCALE: NTS REV:0 North Port,FL 34288 DRAWING:FPA-4760-P.W-NI- SHEET. 1.OF 3 . Ph.941-380-1574