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19-20851
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19-20851
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Last modified
1/14/2020 10:15:59 AM
Creation date
1/14/2020 10:15:56 AM
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Building Department
Company Name
SILVER OAKS
Building Department - Doc Type
Permit
Permit #
19-20851
Building Department - Name
GILBERTSON,ERIC & AMY
Address
6403 SILVER OAKS DR
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`�ttttt " <br /> M 0 -Lite <br /> ,:1a 5�J, ft N e, a m <br /> i�'. �`p1M <br /> Bringing quality to light. <br /> 10250Ahi&pp Parkway ZO no r rl IIIU y u N-z <br /> Streetsboro,Ohio 44243 co m c w <br /> t� /� J �p jj,(��7 SEE CHART FOR SEE CHART FOR E 'm a a� <br /> B�>�CEL®31 CIP�1 � FRAMESIZES � � FRAME SIZES <br /> DOUBLE Hp41i����p'/�1fi/+lry1�d DOD Z� <br /> ��11001T1'�11/lrlPAC " / i WZ <br /> o �� <br /> N Z OZ <br /> 1 <br /> 2 <br /> GENERAL NOTES Q / / o 0 w <br /> 1. This product has been evaluated and is in compliance with the 61h Edition(2017)Florida <br /> Building Code(FBC)structural requirements excluding the"High Velocity Hurricane y <br /> Zone"(HVHZ). /� /� 'm <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment <br /> o to base material shall be beyond wall dressing or stucco. <br /> 3. When used in areas requiring wind borne debris protection,this product is required to be --- —---- z <br /> o <br /> protected with an impact resistant covering that complies with FBC Sections 1609.1.2& N <br /> R301,2.1.2. e <br /> s' Model TH30" Model'DH301" <br /> F4, For 2x stud framing construction,anchoring of these units shall be the same as that <br /> shown for 2x buck mosorry construction. __ <br /> H -_ _ $IGN PRESSU w <br /> _ =MAX:' "?: <br /> 5. Site conditions that deviate from the details of Ws drawing require further :_,:MODEL::._.. MF.RAME`w:` :- :. D.L30; - <br /> engineering analysis by a licensed engineer or registered architect. :P ,.. TYPE. <br /> = TMENSION,:':; ; `DIMEN§fON PO$RIVE %NEGATIVE <br /> "DH30" 36.0"X 72.0" 28.125"x 32,0W G1 +50.0 -50.0 0 <br /> TABLEOFCONTENTS <br /> z <br /> SHEETU I DESCRIPTION "DH30" 40,0"X 63.0" 32.125"x 27.125" G1 +55.0 -55.0 z ° <br /> 1 I Typical elevations,design pressures and general notes <br /> z Garr:: 9/19/17 <br /> 2 Horizontal cross sections "DH30" 54.0"X 76.0" 46.25"x 34,00" Gl +35.0 -35.0 scar£ N.T.S. <br /> 3 Vertical cross sections <br /> m <br /> q Buck and flame anchorin DWG.BY: JK <br /> g 5 Components "DH30P" 40.0"X63,0" 32.125'x26.625' Gl +55.0 -55.0 CnK BY. LFS 3 <br /> 6 Brit of materiots and hang detail DMANG"G- e <br /> "DH30P" 54.0"X 76.0" 46.25"x 33.125" GI +30.0 -30.0 FL—i 5780.9 0 <br /> SHecr i of 6 <br />
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