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17-18444
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2017
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17-18444
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Last modified
12/8/2017 9:53:29 AM
Creation date
12/8/2017 9:53:13 AM
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Building Department
Company Name
TYSON
Building Department - Doc Type
Permit
Permit #
17-18444
Building Department - Name
RDPD LLC
Address
6218 9TH ST
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���`� I a s t ro :.�,o�''��� '��-.- � �� <br /> ��� p p �r:� �o �o�=�n <br /> 5200 W. CE/VTURY BLVD. =p:� � �c �g��z�� , <br /> LOS ANGELES, CA 90045 %��' z Ff O�� o�; I <br /> 74.00"MAX.OVERALL FRAME WIDTH�JI i��'., 'Gjg� ~t N� <br /> I /�' "••..•- �`\ N)�Ol <br /> Smooth / Wood Grain / White Wood Grain " ., � * "�,,,. ' z o�o <br /> ''��,r�� �� ��, g N.;Z <br /> Rustic /Mahogany �,D � � o z a <br /> Series N Fiber glass Door - - - � o io 9 m�W <br /> OVISW�NG ��a y"� mda� <br /> v 9 40 <br /> cZ <br /> �rIMPACT`� z � �a b� <br /> 3 <br /> � y <br /> O i U O <br /> I I NZ <br /> GENERAL NOTES = o �'' <br /> = y y zo o� <br /> 1. This product has been evaluated and is in compliance with the Sth Edition(2014)Florida Building Code w „ � " ��J ¢� <br /> (FBC)structural requiremenfs including the"High Velocity Hurricane Ione"(HVHZ). � � ��� �� <br /> ' 2. Product anchors shall be as fisted and spaced as shown on detaiis.Anchor embedment to base material Q a m� <� <br /> 9 shall be beyond wall dressing orstucco. W � o ``o �W <br /> > F <br /> � <br /> 3. When used in the"HVHT'fhis product compfies with Section 1626 of the Florida Building Code and dces not a I: a a a <br /> � require an impact res'istant covering. � � Y} <br /> LL i �m <br /> � 4. When used in areas ouhide of the"HVHT'requiring wind bome debris protection this product compfies with <br /> � Section 1609.1.2 of ihe FBC and does not requ've an impact res'�stant covering.This product meets mksle m <br /> level"D"and inciudes wnd Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. " <br /> .� <br /> a <br /> 0 5. For Dc sfud framing conshuction,anchoring of these un'ds shail be the same as ihat shown for�c buck � �n <br /> � masonry consirucfion. W o <br /> � <br /> 6. SiFe conditions that deviate from the details of this drawing require further engineering analysis by a � � <br /> Gcensed engineer or regatered architect. � <br /> b � <br /> Q7. lhis product meets water infifhation requiremenis for"HVHZ". a o <br /> TABIE OF CONiENiS = <br /> � N <br /> SHEEfi DFSCRIPf10N <br /> o � <br /> � W z <br /> �0 1 Typical elevation,design presures,&general notes a o ; <br /> LL 2 Door panel detaifs and gl�ng detail � i <br /> W3 Horizontalaosssections :.....:..........„.._... .,. .--..,,-..;.. , ...., .,... .;.._.........,:;:._..,...,.,._..._ . 'z o° <br /> a 4 Vertical cross secfions __QY�R.4lC. `_ '-' :OYER.41t_:- ':`' ' '' �S�GN ' �h 02 2 7 12 i <br /> � ,......... . ... _.,.. ._ GIASS:,:. .DE._ _;P.R , B�{PSt)`.. <br /> w 5 Buck and frame onchoring-2X buck masonry corutruction -_';_;:fRA1f9E.:._ ;' :°';_-D`LO:.;'_: ::' �;iYPE _ - --- _-- -- - � N.T.S. o <br /> _ ....:._._ �SSU':.:__ .. .:.. <br /> ,_: . .:............... .. ........ _ <br /> _. <br /> � 6 Frameanchoring-1Xbuckmawnrycoruhuction ;==_�1MENSION;::__.,_,DIIki�N$fON;:`-::_._;-:_____=:==;=._eOSiTIVF-'_..IifEG.47IVE_.:" a,,� �: �K m <br /> 0 7 Ashagaideta�s <br /> 8 &11 of materials 8�components 74.0"X 80.50" 20.50"X 62_63" Gl +$Q.Q -50.0 �No LFS ¢ <br /> FL-15180.4 � <br /> O <br /> G SNEEf 7 oF 8 0 <br /> � _ - <br />
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