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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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SEE CHART FORFRAMESiZES <br /> OP <br /> Lite O <br /> MI z<-_r„ <br /> J& U ft <br /> WindowsBri <br /> fig;' � <br /> 10250PhUippParkwayn trig quality to light. //� ,,tt'r tP?```O Q m o <br /> z <br /> Streetsboro,Otrio 44241 g X O p o x 0,4 <br /> q, z oza <br /> " 6 oa�W <br /> "BARCELONA" 120.E <br /> w <br /> Model "TSL3011 <br /> SLIDING WINDOW 1/3.113.1/3 �o <br /> z <br /> "NON-IMPACT" SEE CHART FOR FRAME SIZES <br /> aW <br /> r � � <br /> G GENERAL NOTES o o <br /> 1. This product has been evaluated and Is in compliance with the 6th Edition <br /> ° (2017)Florida Building Code(FBC(structural requirements excluding the X Q X m <br /> p "High Velocity Hurricane Zane"(HVHZ). <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor v <br /> embedment to base material shall be beyond wall dressing or stucco. ffi z <br /> 3. When used in areas requiring wind bome debris protection,this product is L <br /> required to be protected vAlh on impact resistant covering that complies j <br /> with FBC Sections 1609.1 A&R30L2.1.2. —— -- <br /> i a � <br /> _ 4_ For 2x stud framing construction,anchoring of these units shall be the some 1/4.1/2-1/4 <br /> as that shown for 2x buck masonry construction. <br /> c 5. :Site conditions that deviate from the details of this drawing require further <br /> g COIJ¢IGtftATlON Flt4M5 D t;0 <br /> A engineering analysis by a licensed engineer or registered architect. <br /> o <br /> TABLE OF CONTENTS 1/3-1/3-1/3 111.0"X 63.0" 32.75"x 54.25" Gi +40.0 -40.4 o a <br /> SHEET# DESCRIPTION z o <br /> 1/4.1/2-1/4 111A"X63.U' 24.25'x54,25" Gi + oA 10 08 17 z <br /> r 1 Horizontal <br /> cal elevations.cross <br /> one,des gn pressures and general notes 49.75"x 54.25' 40.Q -40.0 SCAMo <br /> 5 2 Horizontal cross sections " ` mvo BY, N.�K 'm <br /> 3 Vedical crosssections 1/3-1/3-1/3 96.0'X 44.0" 27.75 x 35.25 Gt +50.0 •50.0 <br /> w 4 Buck and frame anchoring Mr.er: LFS 3 <br /> 5 Components1/4-1/2-1/41 20.25 x 35.25" DRAWING NO- � <br /> 6 Bill of mat ddois and glazing detail 96.0"X 44.0' 42,7V'x 35.25'. Gl +45.10 -45.0 FL-15787.16 0 <br /> t7 SHEET I OF 6 <br /> d <br />
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