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19-21225
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2019
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19-21225
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Last modified
1/8/2020 10:29:53 AM
Creation date
1/8/2020 10:29:51 AM
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Building Department
Company Name
SILVER OAKS VILLAGE
Building Department - Doc Type
Permit
Permit #
19-21225
Building Department - Name
LOPEZ,DANNY & MILAGRO
Address
37417 PICKETSS MILL AVE
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a . <br /> Wf _�. <br /> indows <br /> ',IQ25QPhYi�AParkway.YZ,_ing.C�r4GdltZ;�r <br /> Streetsboro,Otiw 44241. e z n <br /> o E Em m m. <br /> gg j� Q �d �(qp SE£CHART.FOR SEE CHART FOR �. ty E H a O 6W <br /> BARCE1�OR S A FRAME SIZES FRAMESIZFS �'� <br /> r1 G1. rr rt .. . . } E az .. <br /> Model DH30 nd WOP <br /> DOUBLE HUNG"WINDOW <br /> OWSao <br /> 0 o <br /> : `.y Q <br /> J <br /> . g ! M <br /> GENERAL NOTES , o <br /> 1• .This product.has been evaluated and is In compliance with the 6th Edition(2017J Florida W. `�� a� al. <br /> Building.Code(FBC)structuroi requiremen.i excluding th'e."High Velocity Hurdcane ' <br /> Zone"(HVHZ). �' m <br /> 2. Product anchors shall bei as listed and spaced as shown on details.Anchor embedment" " <br /> - '-to base material slibitbe beyond.wcti dressing or.stucco: 1 <br /> 3. When used In areas requiring wind borne debris protection,this product is required to be - <br /> protected w1th;an Impact resistant covering that complies with FBC Sections 1609.1.2 x . <br /> S . R301.2.1.2. _ <br /> N r7 <br /> u) VI <br /> Model'DH30" Model"C1H30{°" W . <br /> G 4. Far 2x stun framing construction;anchoring of these units shall be the some as that <br /> .. shown for 2x buck masonry construction:. <br /> MAX, ,MA .''. DESLGNBRESSURE(PSO` o <br /> ;GLASS. <br /> 5• Site conditions that deviate from the details of this drawing require further MOD, R li jilo, .',. Z <br /> engineering ario is by a licensed engineer or registered architect .. DIMENSION DtMENStON'. 1YFE POSItIS!E PIi GAT(t?E m m <br /> "DHSO"' 36.0"X.72.0". 28.125"z 3a.oa°: . Gr'. +50.0: =50.0 ~a'.• . <br /> " TA.BLE OF ColmW' m m <br /> g SNEETfl; DESCRIPTION "pH30".: 40.0"'X63.0".:• '32.125�x27.125" G1 :+55.Q: .55.0 �z 0 <br /> 1 Typical elevations,des gn ressures"an genera notes <br /> n>rE.9 t9 b7' i:' <br /> B. 2 Horizontal cross secflons "dH30"- '54.0"X'76N 46.25"x 34.00 G7 + <br /> 9 .. "3 .Verticalcross sections- - � 35:0• -35.0 N.T.S. <br /> 4 Buckand frame anchoringowc.an' : JK <br /> .S. m' . <br /> .5 Corn anents "OH30P" 40.0"X 63.0" 32:125"x 26.625" G1. . ' + <br /> 6 Bill of matey als and glazing detail 55.0 -55.0 cry c'ar LFS 3 <br /> OnAWNG lion <br /> n j "DH30P"' $4.0"X 76.0" 46.25"x 33.125: G1 +30.Q" 40.0 FL--15780:9' ,•o ' <br /> ry <br /> .� .. SHEET—L OF B <br />
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