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19-21888
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19-21888
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Last modified
5/11/2020 9:42:50 AM
Creation date
5/11/2020 9:42:33 AM
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Building Department
Company Name
SILVER OAKS VILLAGE
Building Department - Doc Type
Permit
Permit #
19-21888
Building Department - Name
EWING-CHOW,JOSEPH B & TERESA
Address
6454 ASHVILLE DR
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�ttititi !j/j <br /> 55"MAK.OVERALL FLANGE W1DTN -._....._ z s <br /> O]NewSouth <br /> --•54•MAX.OVERALL FRAME W@IN-- �WS. r y 0'a n <br /> T� <br /> WINDOW SOLUTIONS �: ' >' �` .. <br /> r�r o° z <br /> 4901 68 air (Vd.,Tampa,FL 33610 i — --- -J- i ti A <br /> i _ III fv Ea z da��c <br /> c <br /> 44 o a <br /> m <br /> I! t V x .0 <br /> o <br /> 9400 Single Hun Window � � � ,, 0 <br /> ` <br /> W/ Flange <br /> N <br /> z <br /> "NON-IMPACT' <br /> GENERAL N07ES <br /> In �w <br /> i. This product has been evaluated and is in compliance with the 6th Edition(2017) I t 0. <br /> fiorido&Ad ng Code(FBC),excluding the"titgh velocity Hurricane lone" a ~ <br /> (WKZ). <br /> 2. Product anchors shag be as listed and spored as shown on detoils.Anchor <br /> embedment to base material shag be beyond wall dressing or stucco, <br /> h 3. When used In areas requiring wind bome debris protection,lhls product is <br /> required to be protected With an impact resistant covering that compges with a c z <br /> FBC Sections W.1.2&R301.2.1.2 i'" <br /> m I <br /> m In <br /> 4. For 2x stud franning construction,anchoring of these runts shall be the some as o h 0: <br /> that shown for 2x buck masonry construction. ,p <br /> q S. Site conditions that deviate from the details of this drawing require further <br /> Ei <br /> engineering analysis by a licensed engineer or registered architect.- IE <br /> TABLE OF CONENTS' MAX OVERAtt MAX OVERALL MAX MAX o \o <br /> _ DESIGN PRESSURE m o = <br /> I ETft t>ESCRtf7t4N DAY LITE DAY LIFE GLASS <br /> $H w_z <br /> FLANGE FLAME DIMENSON DIMENSION <br /> 1 Typicalelevations,design pressures&general notes DIMENSION DIMENSION (opERAilE� (F1xED) TYPE <br /> NEC, �Tr 2119114 <br /> i <br /> 3 2 r Vertical&horizontal cross sections srxU: N.I'.S. <br /> 3 1 Vertical&horizontal cross sections 58.C"X 77.0" 54.u'x 76.0" 47.2r x 34A4' 49.75-x 34.44" GI +50.0 -5U 0 m BY, X m <br /> N4 Buck&frame anchoring --' anc BY; LFS 3 <br /> S Cam nen?5 _ 37.Ir X T3 G 36.0,X 72,r 29.25'x 32.44 31.7r x 37-44' GI +65,0 -75.0 mwm ua v <br /> ?• 6 1 Bill of materials and gicwng details FL—1695 I.z <br /> 0 <br /> osircti OF 6 <br /> _ i`i <br />
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