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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
Metadata
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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 <br /> � � `����`.••'* '''d���r � <br /> � ��;��,'s�`�� ?�� � ���'= •� <br /> -.��:_. I � � t r o =z: � M <br /> � ;�c�1.���.:, � � 37.50"MAX.OVERALL _V• `�' * k'��'Q�z <br /> � x � fRAME WID7H ;tlf,�y o ��s"�' �'m <br /> 5200 W. CEtVTURY BLVD. � � =w: _ ° a� <br /> LQS ANGELES, CA 9p045 , �� � ��" ��•,��� �>W�, <br /> I�� .. ..r• �\�� .~l O m W <br /> \ <br /> �'--(i'{r '�� 1tt Qit t��t Z a�o <br /> i� � N E�' fJ N O Z <br /> '\, 9 V t7 x Z'�i <br /> Smooth J 1Nood grcrin/ White Waod grain \\�� `� e�g 9 o L a <br /> R u s t i c/M a h o g a n y (7 Z V�*.y 4",� m d a� <br /> Z � 'o chi � <br /> Series Fiberg/ass Daor , o o �a � <br />� tNswinr�f aurswinr� � _ � <br /> � t4 z <br />� '7MPACT°' ¢ � � �4 0� <br /> W � /1 � �Q oz <br /> � J � J ¢� <br /> GENERALNOTES o > ��y �w <br /> O dm� �� <br /> m 1. fiis product has been evaluated and is in compliance w'rfh the 5th Edition f2014) o � � �� � <br /> Flodda Buil�ng Code(FBC)shuctural requirements eaccluding the"High Velocity o �' � � �f,3 <br /> � Hu[ricane Zone"(i-PfHZJ. � °� � a�. <br /> ; a a <br /> 2 Product anchors shall be as I'ated and spaced as shawn on defails.Anchor �m <br /> embedment to base materiai shall be beyand wall dressing ar stucco. <br /> LL � <br /> � 3. When used in areas requ'ving wind bome debris protection this product compGes wifh <br /> � Section 1609.1.2 of the FBC and daes not requue on impact resistant cpvering.This � <br /> product meefs missile leve!°D"and exciudes Wind Zane 4 as defii�ed in ASIM E i 94b « <br /> 3 and Secfion T 609.7.2.2 of the FBC. �' <br /> � � o <br /> � 4. For 2�c stud 6aming conshucfion,a�choring of these units shail be fhe sQme as thot � � <br /> shawn for 2ac buck mosonry conshvcfion. a a <br /> � � <br /> 5. Site conditions ihat deviate trom the details of this drawing requEe furfher � <br /> � engineering anatysis by a ticensed engineer or registered archifect. <br /> � � � <br /> � '- =�Y:=4e;�.^�x'`=.'DESfGfJ�PRESSURE'(PS�; �w i <br /> � =''SttilAfG:.?, =:=:.FR:A'ME-='_�:- _=-_ _=-- NQ j <br /> rasc�oF caxretrrs <br /> � SHfFi� DfSCRIPTlON - __"_– --:Df�4tEtJSfC}1V,�Pt3StTNE";:'A(EGA7NE�r .r n � <br /> � �;�-'°--,Xr� 37.50" � _=°-- -=._..__ z <br /> �F 1 Typical elevation,deslgn pressures,&general nates "z c°� <br /> 2 Daorpanel detaiis INSWING X +65.0 -65.() w�02 0& 12 i <br /> � 3 Hot¢oniatc�asssections <br /> 82.00" ,^.citE- N.7 S. n <br /> 4 Verfical cross sectiaru 37.50" �c.ar: �K m <br /> Q 5 Buckandtrameanchoring (7UTSWINC+ x +65.0 -65.� cwcer: LFS 3 <br /> b B�!of mo#eriats&companenfs 8i.i3" o��Na, a <br /> a FL-15187.1 N <br /> � ° <br /> � s�+�r 1 or 6 N <br /> a <br /> — — � <br />
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