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20-592
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20-592
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Last modified
3/4/2022 9:05:05 AM
Creation date
3/4/2022 9:05:02 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
20-592
Building Department - Name
TWIGG,RALPH & KAREN
Address
6416 SILVER OAKS DR
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O <br /> ft—Lite <br /> d M <br /> tRiltVVv.J SEE CHART FORCn <br /> FRAME SIZES '�� �•':,,.. .., �,+` >`US w <br /> Bringing duality to light. q�rrrrrt*P z d d <br /> 10250 PhTpp Parkway M 00 n.r z <br /> Streetsboro,Ohl6 44241 �,b a a x z&� <br /> 0 <br /> f o Em zmow <br /> "BARCELC.� �a"" � a m a 4� <br /> ro <br /> Mode( "SH30P" a <br /> 'SINGLE HUNG WINDOW � z� <br /> NOWIMPAcr' <br /> o 0 <br /> U <br /> 1, GENERAL NOTES <br /> a 1. This product has been evaluated and is in compilance.wifh the 6th Edition(2017)Florida a <br /> c Building Code(FBC)structural requirements excluding the"High Velocity Hurricane <br /> Zone"(HVHZ). m <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment iff <br /> to base material shall be beyond wall dressing or stucco. <br /> 3. When used In areas requiring wind bome debris pratection,'this product is required to be <br /> z protected with an Impact resistant covering that complies with FBC Sections 1609.1.2& <br /> R301,2.1.2. In <br /> I <br /> tg 4. For 2xstud framing construction,anchoring of these units shall be the same as that <br /> shown for 2x buck masonry construction. <br /> = Mt1>Xa,.t. ..r; ?,d.:: ?iX' :'r.' Ql SlG =k)t$SOI2E <br /> 5, Site conditions that deviate from the details of this drawing require further -- -- - -_ _;�,,,- __- - - *"k>`-__ <br /> A engineering analysis b a licensed engineer or re lstered architect. __ --- - - __ - ---5'=",':��_ _'�=3y�pE.;;>�_�_=�._ _- a <br /> 9 g Ys Y ng 9 ,tIIMi SQI=ss` ==+1J4iFISt= _.:(IOstf►M�; Nl; A7!_yE <br /> g 32.W X 114.0 25.62"x 37.00" G1 +45.0 -45.0 <br /> TABLE OF CONTENTS m z <br /> SHEEN RESCRIP110Nla <br /> 1 Ty (cal elevations,design pressures and general notes 4D.0"X 96.0" 33.62"x 43.00" Gt +30.0 -30.0 Y z <br /> oar= s 26 17 <br /> g 2 Horixontalcrosssections scum N.T.S. <br /> 3 Vertical cross sections 40.X 63:0 33.62"x 26.50" G1 +55.0 -55.0 M.tiro Ji< 'm <br /> 4 Buck and frame anchoring <br /> 5 Com onenis 54.0X76.0 47.5"x33.00" G1 +45.0 -45.0 LFS rc <br /> 6 Bill of materials and glaxing detail osAWNG No.: <br /> FL-23505.4 n <br /> 0 <br /> SKU I OF 6 <br /> 6 <br /> a <br />
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