Laserfiche WebLink
GENERA <br /> NOTES <br /> 1.THEP PRODUCT <br /> FL#22300 WINFORCE DOUBLE HUNG WINDOW <br /> 1.THE PRODUCT SHOWN HEREIN CONSTRUCTED FROM DECEUNINCK <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 <br /> ( ) 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"x77"EQUAL LITE YES +50/-50 PSF 24"X77"MAX.SIZE ONLY. ALL <br /> 3. THE DESIGN PRESSURES INDICATED IN THIS DRAWING AREAS 45"x86"EQUAL LITE YES +50/-50 PSF OTHER CONFIGURATIONS <br /> LIMITED BY ASTM E-1300 GLASS TABLES,AND TESTED WATER AND 53'k86"EQUAL REQUIRE 2 LOCK ASSEMBLIES <br /> STRUCTURAL PRESSURES. LITE NO +40/-50 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 FULL SCREEN OR 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/068/06C. 14"MAX.ON CENTER, <br /> 5.MINIMUM GLAZING IS INSULATING GLASS 1/8 ANNEALED+1/2"GED CENTER,TYP. FROM TYP. <br /> STAINLESS STEEL INTERCEPTSPACER+1/8"ANNEALED,GLAZED WITH CORNER, 6"MAX.FROM <br /> GE SCS2801 SILICONE BACKBEDDING W/1/2"GLASS BITE. 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 THIS SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF �— O O <br /> ANCHORAGE INTO WOOD SUBSTRATE. a o n 0 <br /> 7.THE OPENING SUBSTRATE MATERIALS(FRAMING,MASONRY,BUCKS) p} p <br /> AND ATTACHMENT OF BUCKS TO THE SUBSTRATE ARE BY OTHERS AND Ir~ c H c H <br /> SHALL BE VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR xv w `�g 0 0 <br /> AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). Q Z w — Z <br /> BUCKING,OPENINGS,$BUCKING FASTENERS MUST BE PROPERLY Q = g 2 Lucas <br /> a: Turner <br /> DESIGNED&INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO io OU OZ �30 OU ZO i n O 2017-12-28 <br /> TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. WITH rn ❑ r, <br /> O O 16:26+19:00 <br /> MASONRY OPENINGS,WOOD BUCKS ARE OPTIONAL. -Co Z <br /> 8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE H 3; 3 <br /> COATED OR OTHERWISE PROTECTED TO PREVENT GALVANIC W v W <br /> REACTIONS. WOOD BUCKS,IF USED,SHALL BE PRESSURE TREATED, `-U ch r U 1�IN`�rDREW <br /> WITH EITHER A TREATMENT OR COATING COMPATIBLE WITH THIS SILL ANCHOR SILL ANCHOR 1. ....F.NSF� <br /> PRODUCT. SPACING SPACING far rao Ss261 <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 =roi <br /> OTHER WINDOW MATERIALS. �0;. srnre of :mow` <br /> 10.ALL HARDWARE 8 FASTENERS SHALL BE IN ACCORDANCE WITH 54„x77„EQUAL LITE ELEVATION 24��X77�� EQ.LITE ELEV. onLti;;°`a�a <br /> THESE DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BY A <br /> FLORIDA REGISTERED PROFESSIONAL ENGINEER ONASITE-SPECIFIC TABLE OF CONTENTS NORTHEAST BUILDING PRODUCTS <br /> BASIS. SHEET DESCRIPTION 4280 Aramingo Ave.,Philadelphia,PA 19124 rZ <br /> 11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER 1 NOTES,ELEV., Ph.(215)535-7110 www.camelotwindows.com 12/27/2017 <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 NOT ADDRESSED BY THIS 2 ELEV.,GLAZING NOTES,ELEVATION 4/13/2017 FL PE#58201 <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: IOF5 Ph.941-380-1574 <br />