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21-1696
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21-1696
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Last modified
5/9/2022 12:25:21 PM
Creation date
5/9/2022 12:25:20 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
21-1696
Building Department - Name
WHITE,WILLIAM & REBEKAH
Address
5330 16TH ST
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LO <br /> c5oft-Lite <br /> windows =N q 00 <br /> M <br /> - Z <br /> SEECHARTFOR �j::, ?�� ° <br /> FRAME SIZES 5� <br /> ,, � a o <br /> C� M <br /> i ingiTlg'quality t0 light. P `�< T `I ���i/ „ `���� o� Z <br /> 10250PhillppParkway /// tltsts z am <br /> Streetsboro.Ohio 44241 0 x z°m <br /> N o <br /> N e t° 9mcm <br /> "BARCELONA" ;'� " m na".arL. <br /> Model "SH30P" ON <br /> O ti T� Q� <br /> o �a <br /> SINGLE HUNG WINDOW , I <br /> "NON-IMPACT' <br /> zzw <br /> � ow <br /> ly <br /> GENERAL NOTES o <br /> x <br /> 1. This product has been evaluated and is in compliance with the 7th Edition(2020)Florida a a a <br /> Building Code(FBC)structural requirements excluding the"High Velocity Hurricane <br /> Zone"(HVHZ). / L m <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment <br /> to base material shall be beyond wall dressing or stucco. <br /> i N <br /> O <br /> 3. When used in areas requiring wind bome debris protection,this product is required to be w <br /> protected with an impact resistant covering that complies with FBC Sections 1609,1.2& w o <br /> R301.2.1.2. =w cn <br /> W <br /> 4. For 2x stud framing construction;anchoring of these units shall be the same as that o <br /> shown for 2x buck masonry construction. F o <br /> ar i:r;'t..' MAX:;. '< ,'DESIGN'RESSURE fPSF) Q Z <br /> a 5. Site conditions that deviate from the details of this drawing require further -• G1AS5:_.:,;;;; <br /> a engineering analysis b a licensed engineer registered architect. -;.:fRAME:.;, '::i;::D;LO -:=<<:- _........._..........;-.._.. o m - <br /> 9 9 Y Y 9 <br /> -.pfMENSIQN,,,^:'''„DIMENSION:=-". TMPE=`'''POSMVE'. :�NEG¢TIVE; i <br /> 32.0"X 84.0" "25.62 x 37.00" G1 +45.0 -45.0 TABLE Of CONTENTS i <br /> SHEEM DESCRIPTION z <br /> 1 Typical elevations,design pressures and general notes 40.0 X 96.0" 33.62"x 43.00" G7 +30.0 -30.0 DATE: 9/26 17 i <br /> 2 Horizontal cross sections o <br /> scuE: <br /> 3 Vertical cross sections 40.0"X 63.0" 33.62"x 26.50" G1 +55.0 -55.0 N.T.S. <br /> € 4 Buck and frame anchoring owo.BY; JK <br /> 5 Components ' 54.0"X 76.0" 474"x 33.00" G1 +45.0 .45.0 D"K'BY. LFS rc <br /> 6 Bill of materials and glazing detail DRAMNO No.. n <br /> FL-23505.4 0 <br /> SHEET t OF 6 W <br /> V <br /> C2 <br />
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