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GENERAL NOTES FL#22300 WINFORCE DOUBLE HUNG WINDOW 1.THE PRODUCT SHOWN HEREIN CONSTRUCTED FROM DECEUNINCK EXTRUDED RIGID PVC FRAMES HAS BEEN TESTED TO AAMANVDMA/CSA APPROVED CONFIGURATIONS NON-IMPACT 101/I.S.2/A440-08/11,AND MEETS THE REQUIREMENTS OF THE FLORIDA DESIGN BUILDING CODE,6TH EDITION(2017). CONFIGURATIONS NOTED AS HVHZ HVHZ IMPACT APPROVED HAVE ALSO BEEN TESTED TO TAS202-94,AND ARE CONFIGURATION PRESSURE .. APPROVED RATING RATING LOCKNOTE: T LOCK ASSEMBLY ACCEPTABLE FOR USE IN THE HIGH VELOCITY HURRICANE ZONE. 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 PROTECTIVE DEVICES(SHUTTERS) IN WINDBORNE DEBRIS REGIONS. 24"x77'EQUAL LITE YES +50/-50 PSF 24"X77"MAX.SIZE ONLY. ALL 3. THE DESIGN PRESSURES INDICATED IN THIS DRAWING ARE AS 45"x86"EQUAL LITE YES +50/-50 PSF OTHER CONFIGURATIONS LIMITED BY ASTM E-1300 GLASS TABLES,AND TESTED WATER AND REQUIRE 2 LOCK ASSEMBLIES STRUCTURAL PRESSURES. 53"x86"EQUAL LITE NO +40/-50 PSF NONE 4.THIS DOCUMENT ADDRESSES PRODUCT ANCHORAGE TO ACHIEVE W/FULL SCREEN INSECT SCREEN NOTE: ALL THE INDICATED DESIGN PRESSURES AT THE INDICATED SIZES,IN THE 53"x86"EQUAL LITE NO +50/-50 PSF SIZES EXCEPT 53"X86"MAY USE CONFIGURATIONS SHOWN IN THE ELEVATIONS. INSTALL PRODUCTS W/HALF SCREEN FULL SCREEN OR HALF SCREEN WITH MAXIMUM SHIM GAP,MINIMUM EDGE DISTANCE AND EMBEDMENT, 42"x82"ORIEL NO +50/-50 PSF AT FULL DESIGN PRESSURE AND WITH FASTENER TYPE AS SHOWN IN THE DETAILS AND AS INDICATED IN TABLE 1. FOR FULL PRODUCT CONSTRUCTION DETAILS 54" MAX. SEE NCTL TEST REPORTS 210-4067-02/02A/03/03A,AND WINDOW WIDTH 6"MAX 11" MAX.ON 24" MAX.WINDOW WIDTH 210-4083-03/04/05A/05C/06B/06C. 14" MAX. ON CENTER, 5. MINIMUM GLAZING IS INSULATING GLASS 1/8 ANNEALED+1/2"GED CENTER,TYP. FROM TYP STAINLESS STEEL INTERCEPT SPACER+1/8"ANNEALED,GLAZED WITH � CORNER, 6" MAX. FROM GE SCS2801 SILICONE BACKBEDDING W/1/2"GLASS BITE. TYP. CORNER, TYP. 6.THE 4/3 ALLOWABLE STRESS INCREASE 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 � O � O ANCHORAGE INTO WOOD SUBSTRATE. 0 Q 7.THE OPENING SUBSTRATE MATERIALS(FRAMING,MASONRY,BUCKS) O � O CO AND ATTACHMENT OF BUCKS TO THE SUBSTRATE ARE BY OTHERS AND coLL _ w M _ SHALL BE VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR :; g C7 w O AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). Z j' W u1 BUCKING,OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY w = g � 2 Lucas DESIGNED&INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO m Z 0 CD Z _ 0 Tumer O ;'• i O O t` O 2017-12-28 TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. WITH i i. Cl r-- ❑ - MASONRY OPENINGS,WOOD BUCKS ARE OPTIONAL. w .�O Z_ W J O Z 16:26+19:00 CC) _ 8. DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE F- i ❑ � I— � ❑ COATED OR OTHERWISE PROTECTED TO PREVENT GALVANIC c° Z 4 � Fv Z � m REACTIONS. WOOD BUCKS, IF USED,SHALL BE PRESSURE TREATED, r U r U M WITH EITHER A TREATMENT OR COATING COMPATIBLE WITH THIS ,�`��`'••'�cS' SILL ANCHOR SILL ANCHOR ' PROD SPACINGANCHORS USED SHALL BE OF A MATERIAL OR HAVE A COATING SPACING SPACING :' �O 5a`o� 9.AL •?*c SAME AS HEAD SAME AS HEAD *, COMPATIBLE WITH THE PRESSURE TREATED WOOD BUCKS AND ALL OTHER WINDOW MATERIALS. '� STATE OF 54"x77" EQUAL LITE ELEVATION 24"x77" EQ. LITE ELEV. '-.° '••� A•''a``� °n 10.ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH t�'•''c�`.�` THESE DRAWINGS, OR AS APPROVED,SIGNED,AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER ON ASITE-SPECIFIC TABLE OF CONTENTS NORTHEAST BUILDING PRODUCTS BASIS. SHEET DESCRIPTION 4280 Aramingo Ave., Philadelphia,PA 19124 �Z 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 SHEET DESCRIPTION: DATE DRAWN: Lucas A.Turner,P.E. RESPONSIBILITY OF OTHERS AND ARE NOT ADDRESSED BY THIS 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-NI SHEET: 1 OF 5 Ph.941-380-1574