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18-20265
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2018
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18-20265
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Last modified
3/18/2019 10:34:49 AM
Creation date
3/18/2019 10:34:25 AM
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Building Department
Company Name
ALPHA VILLAGE
Building Department - Doc Type
Permit
Permit #
18-20265
Building Department - Name
FIELDS,FAIRLEY
Address
7150 APPLEGATE DR
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SINGLE HUNG-NON-IMPACT GENERALNOTES: � yj7� <br /> (SHOWNW/DIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOWSYSTEMS <br /> TOCOMPLYWITHTHE FLORIDABUILDWG CODE(FBC),CURRENT 1900SW44THAVE <br /> EDITION. OCALA FLORIDA 34474 <br /> 2.GLAZING OPTIONS:(SEE SHEET 2) W WWCWS.CC <br /> 3E% FLANGEWIDTH <br /> FLANGE WIDTH -UNIT A STANDARD WITH+}'GLASS <br /> 64• -uNrr a STANDARD WITH J•cuss 610 PVC <br /> MAXUNRWIDTH MAX UNITWIOTH 3.CONFIGURATIONS:'Ox. SINGLE HUNG <br /> I9• 4.DESIGN PRESSURE RATING: NON-IMPACT , <br /> Z. GLASS DLD -NEGATNE DESIGN LOADS BASED ON,TESTED PRESSURE AND m H <br /> GLASS DLO A GLASS TABLES ASTM E-1300-D4. <br /> -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER m;B ui <br /> INFILTRATION TEST PRESSURE AND GLASS TABLES <br /> ASTM E-13D0-04. <br /> I / m .. <br /> S.ANCHORAGE THE 33113%STRESS INCREASE HAS NOT BEEN USED in wY wY m <br /> 73k 771• 31�• IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6.7 FOR ANCHOR <br /> FLANGE FLAN E GLASS DLO DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR z Z <br /> HEIGHT O HEIGHT B O B WOODANCHOR CALCULATIONS. o 3 O <br /> c- m <br /> 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE Z <br /> SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. a O It <br /> / 72'MAX 76- C 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM <br /> / I HEIGHT RU7wA.XT SEALANT USED AT FIXED MEETING RAIL AND JAMB. o p y <br /> w <br /> HEIGHT / 9 8.SERIES I MODEL DESIGNATION SH-010. <br /> z❑ <br /> U m 6 2 <br /> c 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: <br /> FE X=OPERABLE SASH,O=FIXED SASH "gt�urr�rptr� <br /> MAXS 10.SECTION CALLOUrS APPLY TO ALL ELEVATIONS IN A SIMILAR 4P'�-L SF•-•;Y:� <br /> 4i LOCATION. <br /> MA F 36• 'v.•• <br /> / HEIGHT 7 GLASS DLO No 59201 :A, <br /> 11,EXTERNAL WEEP SLOT=114 x 1-12'LOCATED S FROM BOTH <br /> ENDS. %9; STATE OF <br /> 3 �O• A •�,` <br /> GLASSLO E A C '_Q? �O R I <br /> 7 6 D Lucas A.Tumer +r�h�S�ONA <br /> 3 A 2016-08-05 <br /> MAX SASH WIDTH p <br /> 15:14-04:00 <br /> GLASS DLO 8/5/2015 <br /> �'�, LUCAS A.TURNER,P.E. <br /> UNIT A 4e. FL PE#50201 <br /> MAX SASH WIDTH 1239 JABARA AVE. <br /> NORTH PORT,FL34288 <br /> PH.941.380-1574 <br /> UNIT B SHEEr DESCRIPTION: <br /> GENERAL NOTES AND <br /> TABLE OF CONTENTS MAX,UNIT DESIGN PRESSURE IMPACT Dw. e E:LEVATIONS <br /> GENERAL NOTES 3 ELEVATIONS..._?GLAZING DETAILS._.._....._..............2 REINFORCEMENT <br /> SIZE RATING RATING SJ8 06/27/16 SECTION VIEWS...._....................3 53-118"x 76" 2115 +/-35 PSF NONE DwGR. R W. <br /> EXTRUSIONS&B.O.M.._._.._.,_._._.A 37"x 721. 2009/2115 +/-35 PSF NONE SDC�WS-1099 C <br /> ANCHOR SCHEDULE S NOTES....._...5 <br /> INSTALLATION DETAILS_......_.___6.7 SHEET <br /> .. .. .... ... .. .. .. ... 1:15 <br />
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