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19-21522
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19-21522
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Last modified
4/15/2020 7:16:29 AM
Creation date
4/15/2020 7:16:17 AM
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Building Department
Company Name
PARKHILL
Building Department - Doc Type
Permit
Permit #
19-21522
Building Department - Name
MARTINEZ,GUSTAVO & ET AL
Address
6032 16TH ST
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GENERAL NOTES: <br /> <:,aS:lNGLE HUNG - LARGE MISSILE IMPACT L THE PRODUCT'SHOWNHEREINIS DESIGN.ED AND MANUFACTURED <br /> TO=MPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT., WINDOW SYSTEMS <br /> EDITION.INCLUDING THE,HIGH,VELOCITY.HURRICANE ZONE(HVHZ)AND 1900'SW 44TH AVE._ <br /> IS RATEDFOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE-AS DEFINED OCALA,'FLORIDA.34474 <br /> IN ASTM E 1995 PER THE FBC: WWWCWS.CC <br /> 2.GLAZING OPTIONS:;(SEE SHEET2) <br /> 5311VMAX OVERALLFLANGEWIDTH,: ..:.� 81,00.PVC <br /> 3:CONFIGURATIONS,"O/X:' .SINGLE'HUNG <br /> -51 7/8°MAX:UNIT%MDTH' <br /> 4.DESIGN PRESSl1RE RATING:. :IMPACT' <br /> 47!1/16-GLASS DLO' NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND' <br /> GLASS TABLES'ASTM,E=1300 04e01Y09: <br /> A .: PO DESIGN LOA A <br /> -POSITIVE DS.BASED ON,TESTED;PRESSURE.W TER <br /> _ .. ._.. .. _.. ;INFILTRATION TEST RRESSURE'ANDGLASS TABLES W 0 <br /> ASTM E-1300=04601/09. z W W O; <k.:Z w <br /> 63. 5.ANCHORAGE:THE 33'113%STRESS INCREASE HAS NOT BEEN USED LL <br /> F W �' <br /> OVERALL I IFLANGE • :DETAILS.WINDLOAD ANCHOR CALCULATIONS.DURATION FACTOR CO3 1IN THE DESI(jN_(jF THIS PRODUCT.SEE =f.S W S USED FOR WOOD 0 z= z a-w O O' <br /> OF-OTj<2F-,w <br /> 0 F,w dF-_5 O. <br /> HEIGHT. 0; z�j:1 1=0In <br /> _ 6 OzVu)Z`O t- U. <br /> B 0: I, B GLASs6° 6;NOT R,EQU RED'OVED FOR"IMPACT.RESISTANCE. SHUTTERS-ARE O O z, <br /> DLO` < �'�a V_.O•oj. <br /> ALL FRAMES AND VENTS FULLY WELDED;SMALL JOINTSEAM SEALANT <br /> 61 3/4' I I I' !USED AT,FIXED MEETING RAILAND JAMB. E Z Lo.w 0.3 co <br /> xn <br /> MAX• p 'w t-':O; w D: }' <br /> HEIGHT B.;SERIES./.MODEL,DESIGNATION SH-8100. a F W w�w.vi <br /> D., <br /> 77 9.THE DESIGNATION X•AND 0 STAND FOR•THE FOLLOWING: ���unihry� <br /> X?OPERABLE SASH,O=FIXED SASHpt1OREW <br /> 3D3/16' I. 'I 10.SECTION CALLOUTS`APPLYTO ALL ELEVATIONS'IN ASIMILAR VP,_v�CENSF.,Qy��, <br /> ,MAX: I '26 7I8^ ;LOCATION; 201.?�: ;No 58 ' <br /> SASH � ,I� `GLASS; . <br /> HEIGHT' p DLO 11:,EXTERNAL WEEP SLOT-114"z 1'-1/4" "LOCATED 4 FROM BOTH ENDS. <br /> B - !` <br /> �9p STATE OF, .;41 <br /> -- -- - - LucasT= <br /> s <br /> 45 1/16° 20:17=09=22Z,. <br /> Glass OLD 9/22/2017 <br /> 48 318' _ - --- <br /> MAX.SASH WIDTH, LUCAS A.,TURNER;�P.E. <br /> FL PE'#58201 <br /> .1239:JA15ARA AVE. <br /> NORTH.PORT,FL-34288 <br /> PH:841:3B0,15Z4, <br /> SHEET DESCRIPTION: <br /> GENERAL'NOTES AND; <br /> ELEVATIONS' <br /> TABLE.OF'CONTENTS' <br /> DRAWN BY:, DATE: <br /> 'GENERAL NOTES_B,ELEVATIONS.,..:1 DESIGN PRESSURE' BAT. O6l18/12 <br /> GLAZING DETAIL::::.: .:::..:.::}::;......{p.2 MAX.;�UNITSIZE ' . 'IMPACT RATING w�><:; REV.: <br /> SECTION VIEWS::..............................:3 RATING :., ._ ._. <br /> EXTRUSIONS'&,B:O.M.........................4' CWS-812, C' <br /> ANCHORSCHEOULEANOTES...a,.._.5 (Ij 11J/8"x61-3/4.' - +A70PSF.- LARGE`MISSILE'IMPACT SCALE: SHEET <br /> INSTALLATIO N.DETAILS....................6; <br />
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