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20-22725
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2020
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20-22725
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Last modified
5/20/2021 11:42:29 AM
Creation date
5/20/2021 11:42:27 AM
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Building Department
Company Name
MOORES FIRST ADDITION
Building Department - Doc Type
Permit
Permit #
20-22725
Building Department - Name
SILVEREST,EDWIN R & ROBIN L
Address
38627 B AVE
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...... <br /> ffi ... ..... <br /> 4. <br /> 55'MAX.OVERALL RANGE WIDTH '3 <br /> WINDOWSOLUTIONS <br /> 51r'MAX.OVERALL FRAME WIDTH Z6 <br /> may;Q <br /> ......... <br /> 119'.. 0 110, <br /> 490 Oak Fair a,FL 33610 C.,n-Z <br /> C4 . <br /> 0X - <br /> 0� <br /> Em " <br /> 6 c w <br /> M Me <br /> 9450 Single Hung Window d E' <br /> ro IMPACT RATED 2 <br /> S2P <br /> wl Flange <br /> FZaz <br /> GENERAL NOTES 0 <br /> I This product has been evaluated and is in compliance With the 6th Edition(2017) <br /> Florida Building Code(FBC),excluding the"High Velocity Hurricane Zone"(HVHZ). <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor <br /> embedment to base material shall be beyond wall dressing or stucco. L 12 E2 t2 <br /> 3. When used in areas requiring wind bome debris protection,this product <br /> complies with FBC Sections 1609.1.2&R301.2.1.2.ond does not require an impact <br /> resistant covering.This product meets missile level'U'and includes Wind Zone 4 <br /> as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. <br /> Ln <br /> z <br /> 0 <br /> Ln <br /> 4. For 2x stud framing construction,anchoring of these units shall be the same as <br /> that shown for 2x buck masonry construction. <br /> t5 <br /> I 5. Site conditions that deviate from the details of this drawing require further <br /> engineering analyst by a licensed engineer or registered architect <br /> N <br /> z TABLE OF CONTENTS <br /> Mg.OVERALL-` :MRALL— <br /> DESIGNPRESSURE <br /> DAY ———-—— <br /> SHEET# DESCRIPTION F E�.:� FRAME <br /> N.. (PAO <br /> 1 Typical elevations,design pressures&general notes <br /> UVED. DATE 2119114 <br /> 2 Vertical&horizontal cross sections -IF <br /> SCAM, N.T.S. <br /> 3 Vertical&horizontal cross sections 55.0"X77.0" 54.0"X76.0" 47.25"x 34.38" 49.75"x 34.5" GI +55.0 -65.0 Mr.BY.- JK <br /> 4 Buck&frame anchoring <br /> LFS <br /> 5 Components 41.0"X0.0' 40.0'X 48.01 33.25'x 20.30' 35.75"x20.6' G2 +65.0 -85.0 <br /> if materials and glazing details FL—NI06'851.4 <br /> ffSHEMEr 1 OF 6 <br />
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