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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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-0 <br /> 2-n <br /> -'� 55 MAX.OVERALL FLANGE WIDTH <br /> 333 .. * -fin <br /> 54"MAX.OVERALL FRAME WIDTH Z 5y °o <br /> WINDOWSOLUTIONs >' a <br /> 4901 Oa a,FL 33610 / o <br /> N •; <br /> E0; Zm oU <br /> n U) 9 CW <br /> °• "� mdam <br /> o cZ <br /> �9450 single Hung Window <br /> o � �w <br /> IMPACT RATED - HVHZ <br /> �� A <br /> z / 3 ,S2�z <br /> 16 <br /> w/Flange <br /> < oW <br /> 0 = m dd1d <br /> GENERAL NOTES ^ / o c5 <br /> 1. This product has been evaluated and is in compliance with the 6th Edition <br /> o (2017)Florida Building Code(FBC(,including the"High Velocity Hurricane I <br /> Zone"(HVHZ). / m <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor / Z m <br /> N embedment to base material shall be beyond wall dressing or stucco. n W o <br /> _ N Q <br /> o tnV o <br /> 3. When used in the"HVHT',this product complies with Section 1626 of the Florida N g N <br /> Building Code and does not require an impact resistant covering. w z 3 w o <br /> 4. For 2x stud framing construction,anchoring of these units shall be the same as WN Z to Ln <br /> that shown for 2x buck masonry construction. a e 0 <br /> 13 <br /> ° ¢Uj <br /> 5. Site conditions that deviate from the details of this drawing require further 0 0 0 0 0 <br /> engineering analysis by a licensed engineer or registered architect. g Q <br /> MAX <br /> Z <br /> Q <br /> J <br /> z TABLE OF CONTENTS H1AX:,OVERALL`f .MAX OVERALLi.;; i.::..::.......:.: _s.: DESIGN PRESSURE>.'::.` o N m N m m <br /> ME':.::.: :ie::;;'DAY.LIIF;".;`::... DAY:LRE::ci::- ::'GLASS.;i" i.:;r:s•.,:. z <br /> DIMENSION <br /> FLANGE;':;.`'.':.a;, :`FRAME::'.';,. :DIMENSION:.::' �PSf1.i`!.?.`: -0 v n N•-Z o° <br /> w SNEETtt DESCRIPTION <br /> _ _. ... .. .TYPE.:.: '., -.. <br /> I Typical elevations,design pressures&general notes <br /> DIMENSION.. :. :::.::,:DIMENSOQ.;,.,,:_ :.,:i:(OPERABL .::i.,:;;:;..fFIXED).r:-:::e:: :.....::...... :::::POS:.,=::r ;:rNEG.:.::: DATE: 2/19/14 ? <br /> 2 Vertical&horizontal cross sections 55.0"X 77.0" 54.0"X 76.0" 47 25 x 34.38" 49.75"x 34 5" G1,G2 +$$,Q 65 Q sM, N.T.S. <br /> 3 Vertical&horizontal cross sections M.BY: JK m <br /> 4 Buck&frame anchoring CHY Br: LFS 3 <br /> 38,0"X 63.0" 37.0"X 62.0" 30.25"x 27.38" 3275"x 27.5" GT,G2 +65.0 -85.0 <br /> 5 Components oa MNG No.: v <br /> 6 Bill of materials and glazing details s Note:This product,when used with G 1 glazing,is not approved for use above 30 feet in the"HVHT'. SHEET t OF <br /> 5t 6 " <br /> V <br /> d' <br />
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