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19-21652
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2019
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19-21652
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Last modified
4/15/2020 1:29:31 PM
Creation date
4/15/2020 1:29:10 PM
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Building Department
Company Name
CRESTVIEW HILLS
Building Department - Doc Type
Permit
Permit #
19-21652
Building Department - Name
MASSEY,SCOTT
Address
7749 MERCHANTVILLE CIR
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\ <br /> ALL WORK SHALL COMPLY WITH PREVAILING REVIEW DATE AV . J � 2619. <br /> plastpro <br /> CODES FLORIDA ELEBUICTRIC <br /> C IdO CODE, PLAN EXAMINVER •CITY , •... �'�•• <br /> now NATIONAL ELECTRIC CODE, ���'�. U) <br /> IM, AND THE CITY OF ZEPHYRHILLS <br /> _37.50'MAX.OVERALL 6.0 Z <br /> 5200 W. CENTURY BLVD. ORDINANCES r <br /> FRAMEWIDTH <br /> LOS ANGELES, CA 90045 I ? z r,'�0` I; n <br /> gam. <br /> Smooth / Wood Grain / White Wood Grain ..... z a <br /> Rustic /Mahogany '' 1t111n`m r 3 o Z <br /> Series N Fiberglass Door a E� m <br /> \ g 9 . <br /> INSWING/®UgTS�V a <br /> yN7ING �1 D 4 m a fn <br /> "NON-IMPAc I ZE oz <br /> GENERAL NOTES - - � <br /> i <br /> o This product has been evaluated and is In compliance with the 61h Edition(2017)Florida Building Code o t9 o <br /> (FBC)structutal requirements including the"High Velocity Hurricane Zone"IHVHZ). w i e �,z <br /> u � Q J <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material z o Z <br /> shall be beyond wall dressing or stucco. oo F w <br /> J ¢13 <br /> 3. When used In the"HVHT'this product Is required to be protected with on impact resistant covering that <br /> 5 complies with Section 1626 of the FBC. O Om ^ w <br /> 4. When used In areas outs de of the"HVHT'requiring wind home debris protection,this product is required o y <br /> to be protected with an impact resistant covering that compiles with FBC,Sections 1609J.2&R301.2.1.2. o r5 it <br /> CL a a <br /> 0 5. For 2x slud construction,anchoring of these units shall be the some as that shown for 2x buck masonry <br /> a construction. �m <br /> e <br /> 6. Site conditions that deviate from the detalls of this drawing require further engineering analysis by a a <br /> licensed engineer or registered architect. <br /> Z 7. Outswing configurations meet water infiltration requirements for"HVHZ'. N N <br /> Z <br /> ry 8. Inswing configurations do not meet the water infiltration requirements for the"HVHT'.Inswing units shall 8 0 <br /> be installed only in non-habitable areas or at habitable locations protected by an overhang or <br /> canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. <br /> b o� <br /> W <br /> - —� TABLE-OF CONTENTS <br /> g' SHEEiR DESCRIPTION 3 <br /> 1 Typical elevations,design pressures&general notes <br /> w � <br /> 2 Door panel details and glazing detail o <br /> 3 Horizontal&Vertical Cross Sections(2X Buck) 410 <br /> &Vertical Cross.Sections(1 X Buck) <br /> =C1.UttRALL:;,'i RALL` :'-: ..: SbS :.:.:::.::::..:.: <br /> 4 Horizontal <br /> z 5 Horizontal'&Vertical Cross Sections(Direct to Masonry) fGN PRESSURE;jf'SE) oAr�:02116112 Z Gl:ASS., x <br /> 6 Vertical Cross Sections(Thresholds) <br /> sauE, N.T.S. <br /> TYRE:: .. .:....... ...._..._,._..:.__:_:_:: <br /> 7 Horzontal&Vertical Cross Sections(Direct to Masonry) 1 i_DIMENSlO !? . AIMEN510N..'_ ,. ;POSI iVEr NAG AT.IYEpi <br /> DWG.er: JK m <br /> e 8 Buck and Frame Anchoring cr+K.BY: IFS 3 <br /> 37.5"X 81.63" 20.50"X 62.75" G1 +50.0 -50.0 <br /> 9 Bill of Materials&Components DR411IN—NO: 0 <br /> 6 <br /> FL-15220.1 N <br /> 27 a <br /> SHEET 0( 9 <br /> a <br />
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