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GENERA 1.THEP PRODUCT WINFORCE DOUBLE HUNG WINDOW 1.THE PRODUCT SHOWN HEREIN CONSTRUCTED FROM DECEUNINCK FL#22300 EXTRUDED RIGID PVC FRAMES HAS BEEN TESTED TO AAMANVDMA/CSA APPROVED CONFIGURATIONS LARGE MISSILE IMPACT 101/I.S.2/A440-08/11 AND ASTM E1886-05/E1996-09,AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,6TH EDITION(2017). DESIGN CONFIGURATIONS NOTED AS HVHZ APPROVED HAVE ALSO BEEN TESTED CONFIGURATION HVHZ PRESSURE IMPACT APPROVED RATING TO TAS201/202/203-94,AND ARE ACCEPTABLE FOR USE IN THE HIGH RATING LOCK NOTE: 1 LOCK ASSEMBLY VELOCITY HURRICANE ZONE. 54"x77"EQUAL LITE YES +50/50 PSF (ITEMS 23-25)ALLOWED FOR 2.THIS PRODUCT IS LARGE MISSILE IMPACT RESISTANT AND DOES NOT 24"x77"EQUAL LITE YES +50/-50 PSF LARGE AND 24"X77"MAX.SIZE ONLY. ALL REQUIRE THE USE OF IMPACT PROTECTIVE DEVICES(SHUTTERS)IN SMALL MISSILE OTHER CONFIGURATIONS WINDBORNE DEBRIS REGIONS. THE 52"X86"SIZE MAY ONLY BE USED IN 45"x86"EQUAL LITE YES +50/-50 PSF REQUIRE 2 LOCK ASSEMBLIES WIND ZONE 3 AND BELOW IMPACT LOCATIONS. 52"x86"EQUAL LITE WIND ZONE 3 NO +40/-50 PSF 3. THE DESIGN PRESSURES INDICATED IN THIS DRAWING ARE AS LIMITED W/FULL SCREEN MISSILE LEVEL D INSECT SCREEN NOTE: ALL BY ASTM E-1300 GLASS TABLES,AND TESTED WATER,STRUCTURAL,AND 52"x86"EQUAL LITE NO +50/-50 PSF WIND ZONE 3 SIZES EXCEPT 52"X86"MAY USE CYCLIC PRESSURES. W/HALF SCREEN MISSILE LEVEL D FULL SCREEN OR HALF SCREEN 4.THIS DOCUMENT ADDRESSES PRODUCT ANCHORAGE TO ACHIEVE THE 42"x82"ORIEL NO +50/-50 PSF WIND ZONE 4 AT FULL DESIGN PRESSURE INDICATED DESIGN PRESSURES AT THE INDICATED SIZES,IN THE MISSILE LEVEL D CONFIGURATIONS SHOWN IN THE ELEVATIONS. INSTALL PRODUCTS WITH 54"MAX. MAXIMUM SHIM GAP,MINIMUM EDGE DISTANCE AND EMBEDMENT,AND 11"MAX.ON 24"MAX.WINDOW WIDTH 14" WITH FASTENER TYPE AS SHOWN IN THE DETAILS AND AS INDICATED IN MAX.ON WINDOW WIDTH 6"MAX. CENTER, _ TABLE 1. FOR FULL PRODUCT CONSTRUCTION DETAILS SEE NCTL TEST FROM ---REPORTS 210-4067-02/02A/03/03A,AND CENTER,TYP. CORNER, TYP. 6"MAX.FROM 210-4083-02/03/04/04A/05/05A/05B/05C/06/06A/06B/06C TYP. CORNER,TYP. 5.APPROVED GLAZING IS AS SHOWN IN GLAZING DETAIL ON SHEET 2 AND AS SPECIFIED IN ALLOWABLE CONFIGURATIONS TABLE ON THIS SHEET. 6.THE 4/3 ALLOWABLE STRESS INCREASE FACTOR(SHORT-TERM INCREASE FACTOR)HAS NOT BEEN USED IN THE ANCHOR ANALYSIS FOR THIS OJ 00 SYSTEM. THE 1.6 Cd FACTOR WAS USED IN THE ANALYSIS OF ANCHORAGE p o p �d INTO WOOD SUBSTRATE. w C; F 01 ch f- 7.THE OPENING SUBSTRATE MATERIALS(FRAMING,MASONRY,BUCKS)AND " w `v) LL Cl) ATTACHMENT OF BUCKS TO THE SUBSTRATE ARE BY OTHERS AND SHALL Z x w Z ' x W BE VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR AS m ¢_ w ¢ = Lucas Tumer APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). BUCKING, OZ } O co EL 0 O } 0 2017-12-28 OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY DESIGNED& I— p 16:26+19:00 INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO TRANSFER - OJ Z �� Z SUPERIMPOSED LOADS TO THE STRUCTURE. WITH MASONRY OPENINGS, Fw p p WOOD BUCKS ARE OPTIONAL. 8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE COATED U Cl)g U " OR OTHERWISE PROTECTED TO PREVENT GALVANIC REACTIONS. WOOD ............. G BUCKS,IF USED,SHALL BE PRESSURE TREATED,WITH EITHER A SILL ANCHOR SILL ANCHOR SPACING SPACING qo 59201 �y TREATMENT OR COATING COMPATIBLE WITH THIS PRODUCT. SAME AS HEAD SAME AS HEAD 9.ALL ANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING Juf� COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL OTHER 54"X77"EQUAL LITE ELEVATION 24"X77"EQ. LITE ELEV. -P STATE OF Pr`,` WINDOW MATERIALS. FS•.<,a?�� i�� 10.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE `'•.S�ONALtio``` �h�e„naa DRAWINGS,ORAS APPROVED,SIGNED,AND SEALED BYA FLORIDA TABLE OF CONTENTS NORTHEAST BUILDING PRODUCTS REGISTERED PROFESSIONAL ENGINEER ON A SITE-SPECIFIC BASIS. SHEET DESCRIPTION 4280 Aramingo Ave.,Philadelphia,PA 19124 Xx 11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER 1 NOTES,ELEV., Ph.(215)535-7110 www.camelotwindows.com 12/27/2017 INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE CONFIG.TABLE Lucas A.Tumer,P.E. RESPONSIBILITY OF OTHERS AND ARE NOTADDRESSED BY THIS SHEET DESCRIPTION: DATE DRAWN: 2 ELEV.,GLAZING NOTES,ELEVATION 4/13/2017 FL PE#58201 DOCUMENT. 3 VERTICAL SECT. 1239 Jabara Ave. 12. FOR ADDITIONAL REQUIREMENTS SEE GENERAL ANCHOR NOTES, 4 HORIZ.SECTIONS SCALE: NTS REV:A North Port,FL 34288 SHEET4. 5 BOM,PART DWGS DRAWING:FPA-WINFORCE-DH-LM SHEET: 1 OF Ph.941-380-1574 • 4