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18-19542
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18-19542
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Last modified
1/31/2019 10:39:28 AM
Creation date
1/31/2019 10:39:26 AM
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Building Department
Company Name
ZEPHYR HEIGHTS
Building Department - Doc Type
Permit
Permit #
18-19542
Building Department - Name
BLAASCH,RACHEL
Address
5338 23RD ST
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A7. <br /> d <br /> je <br /> z <br /> .0 <br /> .W5 0, <br /> y.. <br /> co <br /> rn <br /> > <br /> Bringing quality to light. <br /> 0 coo 0 <br /> 10250 Philipp Parkway 0 n z <br /> CIS <br /> Streetsboro,Ohio 44241v a -zo <br /> Z O <br /> 9Mcw <br /> on- <br /> SEECHART FOR SEE CHART FOR V) 0 C;0. <br /> x <br /> M 0: <br /> "BARCELONA" FRAME SIZES FRAME SIZES <br /> Model TH30" and "DH30P" I °z <br /> DOUBLE HUNG WINDOW <br /> "NON-IMPACT' Eli zIol- <br /> GENERAL NOTES <br /> < 0 <br /> M <br /> 0 <br /> 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida 01 D. <br /> Building Code(F8C)structural requirements excluding the"High Velocity Hurricane <br /> Zond'(HVHZ). <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment <br /> 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 /> protected with an impact resistant coveringthat complies with FBC Sections 1607.1.2& <br /> Ln <br /> R301.2.1.2. <br /> Model TH30" Model"DH30P" <br /> 4. For 2x stud framing construction,anchoring of these units shall be the same as that <br /> shown for 2x buck masonry construction. <br /> 5. Site conditions that deviate from the details of this drawing require further ——————— <br /> engineering analysis by-a licensed engineer or registered architect. <br /> ,o 0 <br /> TABLE OF CONTIENTS <br /> 0 C) <br /> SHEETS DESCRIPTIONEl <br /> "DH31)" 40.0"X63.W 32.125"x27.125' G1 +55.0 -55.0 z <br /> I Typical elevations,design pressures and general notes <br /> DALE 9119117 0 <br /> z <br /> 2 Horizontal cross sections "DH30" 54.0"X 76.0" 46.25"x 34.00" G1 +35.0 -35.0 smm N.T.S. <br /> 3 Vertical cross sections <br /> DWG.BY; JK M <br /> 4 Buck and frame anchoring <br /> "DH30P" 40.(Y'X 63.Cr 32.125"x26.625" G1 +55.0 -55.0 CHIC Erf. LFS <br /> 5 Components Ir <br /> Till Tofmaterials and glazing detail DRAWING NO.: <br /> 6 r, <br /> =DH30r 54.0"X 76.fr 4626'x33.129' G1 +30.0 -30.0 FL-15780.9 <br /> SHEET <br />
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