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19-21294
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2019
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19-21294
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Last modified
1/8/2020 11:43:04 AM
Creation date
1/8/2020 11:43:02 AM
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Building Department
Company Name
WEDGEWOOD MANOR
Building Department - Doc Type
Permit
Permit #
19-21294
Building Department - Name
DUNKLE,ROBERT & LINDA
Address
37449 REDBERRY CT
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c �=Z� <br /> 4 t Q` m <br /> WIND®WsOLUTiONS =� �- a 0� <br /> 4901 Oak`Fai�B vd.,Tampa,FL 33610 77�MAX.OVERALL FIN WIDTH Err* a <br /> UN•: <br /> 74"MAX.OVERALL FRAME WIDTH N o E w z m o 0 <br /> s0 cw <br /> Series 9000 ®dell 9550 e NM M 0.r am'o a mdD- <br /> w <br /> B 8 . <br /> SLIDER X® E °Z <br /> o � � . <br /> a � � <br /> ry IMPACT RATED <br /> Z� <br /> w/Nailing Fire W Z <br /> o� <br /> oEli <br /> t'c ¢� <br /> z <br /> N W <br /> O Q. <br /> GENERAL NOTES M <br /> a a <br /> b 1. This product has been evaluated and is in compliance with the 6th Edition(2017) NO <br /> Florida Building Code(FBC)structural requirements excluding the"High Velocity <br /> Hurricane Zone"(HVHZ). <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor <br /> embedment to base material shall be beyond wall dressing or stucco. w z <br /> W�W O <br /> 3. When used in areas requiring wind bome debris protection this product ILI <br /> a complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an w <br /> Impact resistant covering.This product meets missile level"D"and includes Wind <br /> Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. ti w <br /> 4. Site conditions that deviate from the details of this drawing require further <br /> engineering analysis by a licensed engineer or registered architect. z <br /> w W N^N O 4 <br /> N <br /> :MAX-:'�;',.:':.::. .:.:.' �:.;:.., <br /> ° b ° <br /> w TABLE OF CONTENTS MAX.OVERALL-; ,`'MAX.OVERALL,:;:;:a,;;MAX:::Y z..` ''... ,:.,... DE57GN PRESSURE' <br /> DAY UIE°;: -,: DAYIIfE:::::.;.' GLASS <br /> FIN::;...:_:: fRAME:: ,::. :`.IPSF)` <br /> w <br /> SHEEN DESCRIPTION : ...; ::::.,.._E..-, ,;;<z>;sDIMENSION.-:?c..::`DIMENSION;:: ;TYPE "..'. .. z <br /> DATE: 2 17 14 <br /> 1 Typical elevations,design pressures&general notes DIMENSION,r ,:DIMENSION.:.:: `°.%(OPERABLE) ;: :;; (FIXED);._c:.:. ;:.:�ii:::':.:.?;-:;:POS.::c: :NEG rill: o <br /> : N.T.S. <br /> 2 Vertical&horizontal cross sections scuE m <br /> 3 Vertical&horizontal cross sections 77.0"X 66.0" 74.0"X 63.0" 33S'X 57.31" 33.W X 5&5V GI -150.0 .60.0 DM en JK <br /> 4 Buck&frame anchoring p,K BY. LFg 3 <br /> 5 Components <br /> DNAMNG NO.: Q <br /> i 6 Bill of materials and glazing details FL-16842.3 0 <br /> N <br /> 'G SHEET OF 6 <br /> O <br /> e- <br /> z <br />
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