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20-975
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2020
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20-975
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Last modified
5/25/2022 10:04:34 AM
Creation date
5/25/2022 10:04:33 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
20-975
Building Department - Name
WARD,LAURA
Address
39513 KENNEDY AVE
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tp} y pg (i M <br /> S Y A11 17YYJ Lite <br /> SEE CHART FOR u,s z 4fO- g�! <br /> FRAME SIZES �'ii y •..., ....... -�� <br /> tiTzrigirig quality to fight.10250PhiiippParkway ''r�iftttt r++i,,`ti�� z o m 6 <br /> Streetsboro,Ohio 44241 -- c •,Z <br /> xZ� <br /> "BARCELONA ' Ijl 9 <br /> °E' N v ro a m <br /> Model "SH30P" p E aZ <br /> SINGLE HUNG WINDOW <br /> "NON-IMPACT` jjl 'z <br /> 2 z11 oEs <br /> u; <br /> GENERAL NOTES <br /> E� <br /> ° w <br /> 1. This product has been evaluated and is In compliance with the 61h Edition(2017)Florida a a <br /> Building Code(FBC)structural requirements.excluding the"High Velocity Hurricane <br /> Zone"(HVHZ). ,�r <br /> �m <br /> 2. Product anchors shalt be as listed and spaced as shown on details.Anchor embedment ; <br /> to base material shall be beyond wall dressing or stucco. <br /> 0 <br /> 3. When used In areas requiring wind borne debris protection,this product is required to be <br /> s protected with an Impact resistant covering that complies with FBC Sections 1609.1.2& z <br /> R301.2.1,2. o <br /> va rn <br /> d: For 2xstud framing construction,anchoring of these units shall be the same as that � <br /> shown for 2x buck masonry construction. <br /> 9 <br /> 5. Site conditions that deviate from the arequire details f Etas dr <br /> awln futfher <br /> 9 <br /> engineering analysis by a licensed engineer or registered architect. ''"""" z <br /> 2 -_- <br /> ;A�: <br /> AP.::S <br /> -DIMEIyS(.�1,1y,';�` RIMEN8fC?N;":;: 'N p RIVEt'i'NEGATNE' <br /> .�-Q F <br /> TABLE OF CONTENTS 32.0.X 84.0" 25.62"x 37.00" Gt +45.0 -45.0 w <br /> m <br /> T3+ SNEETI+ DESCRIPTION z <br /> 1 Typical elevations, esign pressures and general notes 40.0"X 96.0" 33.42"x 43.00" Gi +30.0 -30.0 ti z a <br /> � 2 Harizontat crass sections <br /> wF- 9 26 17 °z <br /> 3 Vedtcal crass aecilons " 40,0"X 63.0" 33.62"x 26.50" Gt +55.0 -55.0 <br /> smE- N.T.S. A <br /> 4 Buck and frame.anchoring On.sy.- JK m <br /> 5 Components CHI,BY.. LFS 3 <br /> 6 B(1(ot materials and glazing detail 54.0"X 76.0" 47.5"x 33A0" Gl +45.Q -45.0 DRAWING No.: <br /> n F4-23505.4 4 <br /> 4 N <br /> a Rory-L or 6 <br /> d <br />
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