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18-20280
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18-20280
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Last modified
3/4/2019 11:25:31 AM
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3/4/2019 11:25:29 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
18-20280
Building Department - Name
KELLY,BARBARA
Address
5503 10TH ST
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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 AAMAAVDMA/CSA APPROVED CONFIGURATIONS NON-IMPACT <br /> 101/I.S.2/A440-08/11,AND MEETS THE REQUIREMENTS OF THE FLORIDA DESIGN <br /> BUILDING CODE,6TH EDITION(2017). CONFIGURATIONS NOTED AS HVHZ 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"x7T'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 ARE AS 45"x86"EQUAL LITE YES +50/-50 PSF OTHER CONFIGURATIONS <br /> LIMITED BY ASTM E-1300 GLASS TABLES,AND TESTED WATER AND REQUIRE 2 LOCK ASSEMBLIES <br /> STRUCTURAL PRESSURES. 53"x86"EQUAL 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 +501-50 PSF SIZES EXCEPT 53"X86"MAY USE <br /> CONFIGURATIONS SHOWN IN THE ELEVATIONS. INSTALL PRODUCTS I 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 11"MAX.ON 24"MAX.WINDOW WIDTH <br /> 210-4083-03/04/05A/05C/06B/06C. WINDOW WIDTH 6"MAX. <br /> 14"MAX.ON FROM CENTER, <br /> 5.MINIMUM GLAZING IS INSULATING GLASS 1/8 ANNEALED+1/2"GED CENTER,TYP. <br /> STAINLESS STEEL INTERCEPT SPACER+1/8"ANNEALED,GLAZED WITH CORNER, TYP• 6"MAX.FROM <br /> GE SCS2801 SILICONE BACKBEDDING W/1/2"GLASS BITE. 1 TYP. CORNER,TYP. <br /> 6.THE 4/3 ALLOWABLE STRESS INCREASE FACTOR(SHORT-TERM 1 <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 m 0 o 0 <br /> 7.THE OPENING SUBSTRATE MATERIALS(FRAMING,MASONRY,BUCKS) O O <br /> AND ATTACHMENT OF BUCKS TO THE SUBSTRATE ARE BY OTHERS AND LL = w _ <br /> SHALL BE VERIFIED BY THE ARCHITECT OR ENGINEER OF RECORD OR w ,;: U (9 <br /> Lu <br /> AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). z z <br /> BUCKING,OPENINGS,&BUCKING FASTENERS MUST BE PROPERLY Q = ' ¢ = Lucas <br /> DESIGNED&INSTALLED BY OTHERS IN ACCORDANCE WITH THE FBC TO is O z a O Z a Turner <br /> U <br /> O O O i� O 2017-12-28 <br /> TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. WITH � ❑ � p <br /> O O 16:26+19:00 <br /> MASONRY OPENINGS,WOOD BUCKS ARE OPTIONAL. - Z Z_ <br /> co <br /> 8.DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE H p 3: 2 Fes- p <br /> COATED OR OTHERWISE PROTECTED TO PREVENT GALVANIC M W v N W v <br /> REACTIONS. WOOD BUCKS,IF USED,SHALL BE PRESSURE TREATED, U M r U <br /> WITH EITHER A TREATMENT OR COATING COMPATIBLE WITH THIS `�J�e`;•ti�caNSF..py��' <br /> PRODUCT. SILL ANCHOR SILL ANCHOR <br /> SPACING SPACING qc 5920� ':S3 <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 ° ct <br /> OTHER WINDOW MATERIALS. �� �� �sso; srATE of <br /> 10.ALL HARDWARE$FASTENERS SHALL BE IN ACCORDANCE WITH 54 x77 EQUAL LITE ELEVATION 24 x77 EQ.LITE ELEV. R�o� <br /> S SjOkA .. <br /> •� <br /> ll <br /> THESE DRAWINGS,OR AS APPROVED,SIGNED,AND SEALED BYA �.�, <br /> FLORIDA REGISTERED PROFESSIONAL ENGINEER ONASITEPECIFIC TABLE OF CONTENTS NORTHEAST BUILDING PRODUCTS <br /> Wo <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 1 212 7/2 0 1 7 <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#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 3428E <br /> SHEET4. 5 BOM,PART DWGS I DRAWING:FPA-WINFORCE-DH-NI I SHEET: IOF5 Ph.941-380-1574 <br />
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