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20-189
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20-189
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Last modified
3/2/2022 9:41:43 AM
Creation date
3/2/2022 9:41:38 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
20-189
Building Department - Name
CUTCHER,THOMAS & SHARON
Address
6457 BRENTWOOD DR
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plastpro in <br /> Q,VV++ M <br /> O;J�aM <br /> 1 <br /> 5200 W. CENTURY BLVD. z .�o z m <br /> LOS ANGELES, CA 90045 y'•••.. `?`� ;,"� <br /> 9.9 <br /> 19 <br /> v UN •; <br /> 37.50"MAX. o E AE °z_8 z v <br /> Smooth / Wood Grain/ White Wood Grain OVERALL WIDTH i o� 9 <br /> Rustic/Mahogany �'a N m a:a <br /> Series N Fiberglass Door o E 9 CZ <br /> 00 w <br /> INSWING/OUTSWINGa rU1� <br /> "NON-IMPACT" <br /> J <br /> N <br /> � 3 Z % zo 0 <br /> 5y <br /> rn p aL. <br /> Ld <br /> oCL Cox <br /> k <br /> GENERAL NOTES of a <br /> u K a <br /> R 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Q a a <br /> Building Code(FBCj structural requirements excluding the"High Velocity Hurricane Zone' o m <br /> (HVHZ). <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to m <br /> base material shall be beyond wall dressing or stucco. <br /> En <br /> 3. When used in areas requiring wind bome debris protection this product is required to be o 0 <br /> protected with an impact resistant covering that complies with FBC Sections 1609.1.2& W <br /> R301.2.1.2. <br /> $ 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for �1" <br /> 2x buck masonry construction. a a <br /> 5. Site conditions that deviate from the details of this drawing require further engineering analysis 11 <br /> by a licensed engineer or registered architect. N a F <br /> TABLE OF CONTENTS <br /> Z SHEET DESCRIPTION MqX:': ' a'z <br /> Z DESIGN PRESSURE'(PS�` o <br /> I Typical elevation,design pressures&general notes FRAME GLASS>_ DATE 02116112 = <br /> w :POSITIVE, 'NEGATIVE= s� N.T.S. 9 <br /> 2 Door panel details —SWING DIMENSION TYPE' ., _ <br /> 3 Horizontal cross sections "x 82.00" +e{],0 -50.0 MG.BY: JK <br /> INSWING 37.50 m <br /> a 4 Vertical cross sections CHK BY: LFS 3 <br /> 5 Buck and frame anchoring-2X buck masonry construction GI BHAWING No.: <br /> 6 Frame anchoring-1X buck masonry construction OUTSWING 3750"x 80.50" +50.0 -50.0 FL—15213.14 " <br /> 7 Bill of Materials,glazing detail&components N <br /> SHlFf_L OF 7 <br /> a <br />
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