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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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fill <br /> Ci ni <br /> WINDOWSOWTIONS <br /> SR <br /> 4 �Ivd.,Tampa,FL 33610 75.13"MAX.OVEPALL FLANGE WIDTH 0 000 0 901 z <br /> n z <br /> 74'MAX.OVERALL FRAME WIDTH <br /> a, <br /> 5 0 0 ch <br /> Series 9000 Model 9550 <br /> Silder XO <br /> L <br /> IMPACT RATED <br /> wl Flange <br /> oZ <br /> GENERAL NOTES 5 U <br /> 1. This product has been evaluated and is in compliance With the 6th Edition(2017) a < <br /> Florida Building Code(FBC)structural requirements excluding the"High Velocity of <br /> Hurricane Zond'(HVHZ). 0 <br /> L a� <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. <br /> 8 E2 z T <br /> 3. When used in areas requiring wind bome debris protection this product 2, <br /> complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an <br /> impact resistant covering.This product meets missile level"D"and includes Wind <br /> 5 0 <br /> Zone 4 as defined in ASTM E199L and FBC Sections 1609.1.2.2&R301.2.1.2.1. NI :t z <br /> LO <br /> 4. For 2x stud framing construction,anchoring of these units shall be the some as <br /> that shown for 2x buck masonry construction. `C l2 <br /> 2 5. Site conditions that deviate from the details of this drawing require further. <br /> engineering analysis by a licensed engineer or registered architect. <br /> z <br /> MAXjl� 0 <br /> OVERALL-,'.. -.---MAX'JDVERAW* <br /> TABLE OF CONTENTS <br /> SHEET# DESCRIPTIONFLANGE 0 <br /> 0 U <br /> z <br /> DIMENSION ; �MENS N <br /> I I Typicol elevatiorm design pressures&general notes DATE- 2/19/14 3 <br /> )XIED). <br /> 2 Vertical&horizontal cross sections <br /> 7S.12Y X 64.125" 74.0'X 63.0" 33.38'X 57.38" 33.625"X58.76" GI +50.0 -60.0 SCAM N.T.S. <br /> 3 Vertical&horizontal cross sections DWO,BY: JK <br /> 4 Buck&frame anchoring <br /> +45.0 -50.0 mv BY.. LFS <br /> 75.126"X73.125"I 74r X 72.0' 33.3r X 66.38" 33.62V X 67.75" <br /> 5 Components <br /> F, DRAWWG NO, <br /> Bill of materials and glazing details FL—16842.4 <br /> SHEET 1 of 6 <br />
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