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20-377
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20-377
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Last modified
3/3/2022 4:16:44 PM
Creation date
3/3/2022 4:16:41 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
20-377
Building Department - Name
FEE,KYLE
Address
5501 19TH ST
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............. <br /> plastpro <br /> 5200 W. CENTURY BLVD. z •,: <br /> of M <br /> LOS ANGELES, CA 90045 .1. .... <br /> 37.5D'MAX. <br /> Smooth/ Wood Grain/ White Wood Grain OVERALL WIDTH k(A -OR <br /> Rustic/Mahogany ,. �. A cz °°0. <br /> Series N Fiberglass Door 9,, <br /> INSWING/OUTSWING s0. <br /> "NON-IMPACT" <br /> F <br /> o va 15 rz <br /> am �m <br /> Q !2 zS <br /> J« <br /> W Ca W <br /> W V o F <br /> GENERAL NOTES <br /> 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida {� m <br /> Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" O <br /> (HVHZ). O <br /> 8 2. Product anchors shall be as listed t t d b <br /> ands aced as shown on details,Anchor embedment p b / <br /> base material shall be beyond wall dressing or stucco. e <br /> a // N Z <br /> 3. When used in areas requiring wind bome debris protection this product is required to be J o <br /> protected with an impact resistant covering that complies with FBC Sections 1609.1.2& 6 t3 <br /> i-r a- G'r <br /> R301.212. o o <br /> 4. For 2x stud framing construction.anchoring of these units shall be the same as that shown for a K, <br /> a <br /> 2x buck masonry construction. <br /> �� U <br /> 2 <br /> 5. Site conditions that.deviate from the details of this drawing require further engineering analysis = " <br /> by a licensed engineer or registered architect. ^N a <br /> 0 o a io <br /> q TABLE OF COWENTS - WI DESCRIPTION <br /> MAX. DESIGN`1?RESSURE.(PSF) a z " <br /> ::._ _:=.=. ...i:_> ' ,::_:- FtG4ME':,`: LASS-T- :.:r,.:-,':,. ..` 'o <br /> a - t Typical elevation,design pressures&-general notes - -" - '- - <br /> ....... oA7e 0 t 1 <br /> 2 Door anal details <br /> .: IMENSiON,'.; ;.;.;:.TYPE;:_. :'POSMVE-- ,NEGATIVE^ SCAM N.T.S. <br /> 3 Horimntal cross Sections owc.er: JK m <br /> A Vertical crass sections INSWING 37.50"x 82.00" +47.0 -50.0 CHK.BY, LFS a <br /> s G1 DRAW T No.: c <br /> $ Buck and frame anchoring-2X tuck masonry construction w <br /> OUTSWING 37.50"x BUY' +50.0 -50.0 FL-15213.14 <br /> 6 Frame anchoring-1X buck masonry construction o <br /> 7 Bill of M ,glaring detail&components SHEET 1 of <br /> aterials 7 N <br /> O <br />
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