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20-816
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20-816
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Last modified
2/27/2022 1:56:58 PM
Creation date
2/27/2022 1:56:57 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
20-816
Building Department - Name
BURLISON,THOMAS & CINDY
Address
6633 FOXMOOR DR
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' 111OS - °SEE CHART FOR � `. z <br /> FRAME SIZES % 'yFJ F m ro <br /> i �' . N <br /> Bringing quality to light. ,..�. o <br /> 10250 Philipp PatkwaY tt tt }r P ``��� m <br /> t ♦ ri <br /> rill 1 V Sfreeisboro,Ohio 44241 rt � �N m i <br /> fin(/t�� �lg�(/► /) ��j�j�,(A7� / 'f!~e x o Z p <br /> !!YJ'l i t V.i�i0/V 9"'i!! m c k! <br /> a m IL <br /> dew <br /> Model "SH30P" O Ela= <br /> 'SINGLE HUNG WiNDOW a � <br /> 'WON-IMPACT' "' z <br /> 10 <br /> 2 r o <br /> LU <br /> z ' <br /> T O <br /> 0 <br /> GENERAL NOTESrr <br /> a �y <br /> 1. This product has been evaluated and is in compliance with the 6th Edition(2017)FloridaIa <br /> Building Code(FBC)structural requirements excluding the"High Velocity Hurricane a a <br /> Zone"(HVHZ). m <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment r <br /> to base material shall be beyond wall dressing or stucco. <br /> 0 <br /> 3. When used in areas requiring wind home debris protection,this product is required to be <br /> protected with an impact resistant covering that compiles with FBC Sections 1609.1.2& rn <br /> R301.2.1.2, z <br /> 5 N O <br /> to <br /> 4. For 2x stud framing construction,anchoring of these units shall be the same as that <br /> lil shown for 2x buck masonry construction. <br /> 5. Site conditions _:,_'::`:;, :'tE_: 4'!a[ i,' :.;.::.is :',;"__,,:::_•;,_ s t.,i`. :,;;,:,rr- w <br /> that deviate from the details of this drawm require further <br /> e g q GLASS DEStlsN pRESStlRE(PSFj-j ¢ z <br /> $ engineering analysis by a licensed engineer or registered architect. r FRAhSE;: D L,O <br /> 9 DIMENSfON L)IMENS(ON: TYPE- FOSRIVE, 'MEGi1TNE: ^' z <br /> TABLE OF CONTENTS 32.0"X 840' 25.62"x 37.00" GI +45.0' -45.0 <br /> o h <br /> streEr# DESCRIPTION -zI Typical elevations,design pressures and general notes 40.0"X 96.0"' 33.62"x 43.09' CA +30:0 -30.0 ~Z a 5 2 Hor zontal cross sections DAM 9126117 z <br /> 5 3 Vertical cross sections N.T.S. ° <br /> € d Buck and Frame anchoring [E-X6 <br /> 3.0 33.62"x 26.50" G1 +$$,0 _$�0 5 <br /> 5 Components _ M.rtr JK e <br /> 6 Bill of materials and glazing detall 76.0" 47.5'x 33.00" Gl +4g•0 .q 0 CHK.tn: LFS a <br /> DRAtM No„ <br /> FL-23505.4 <br /> l] <br /> O <br /> SHEET 1 OF <br /> 6 N� <br /> d <br />
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