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��.., . .�`�•�� �c ,V,�. <br /> �•`o�, �i��.� � <br /> ' p � � � � � 'g'�• � o,3-Z M <br /> .�: , 1 � _�•� � i� �:e_:�� <br /> S2OD W. CEIVTURY BLVD. �I+-375 RAMEWIDTHALL �� Z �;�y`���^ <br /> i � '���� �''•.....• (�Ciy�� >>°M rn <br /> LOS ANGELES, CN 90045 ,,�� ��P `��� Z a�a <br /> ��r,�i i►i�� �N o Z <br /> � a c� oz`S <br /> g E� ommo <br /> N nNa �dta <br /> / �� LL'a mdam <br /> �fVELITE SERlES z 3 ;i/ � o �W � <br /> FLUSFf GL�4ZED FI�ERGLASS DOOR Z = � �'�°� � <br /> IIdSWINPG/ O(17SV6/Id�G � � Z~ <br /> � � �z <br /> ,7MPACT" _ _ °� ��' <br /> W W VO � <br /> � Y Z� OZ <br /> LL � O /\ K� } 4� <br /> ¢ � Qg m �� <br /> GENERAL NOTES o � � a m ,'�'�, w w <br /> ` ¢ce <br /> � 1. This product has been evaluated and is in compliance with the Sth Edition(2014) � ? � 0 4 y <br /> Florida euiiding Code(FBC)structural requirements exciuding the"High Velocily � � o � �W <br /> Hurricane Zone"(HVHZJ. $ g� / a � a <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor � � ��/ }a m <br /> embedment to base material shall be beyond wail dressing or stucco. <br /> V <br /> � 3. When used in areas requidng wind bome debris protectian this product compGes with m <br /> �3 Section 16D9.1.2 of the FBC and does not require an impact resistant covering.This �+J <br /> S product meets missile Ievel"D"and includes�nd Zone 4 as defined in ASTM E1996 y� N <br /> ,; and Section 1609.1.2.2 of the FBC. o� o <br /> G WZ � <br /> � 4. For 2x stud framing construction,anchoring of these units shall be fhe same as that N� � <br /> - shown for 2x buck mosonry construction. o c� <br /> " �w <br /> ° 5. Site conditions that deviate from the details of ihis drawing require further engineering o� <br /> � analysis by a licensed engineer or registered archifiect. �m ? <br /> ° 7ABLE OF CONiEMS N M�' �` <br /> � N N¢ � <br /> a SHEET# DESCRIPIION _... ... . ..:... . ... ... :. , .. ... ._ ...... _ _ ., <br /> �N� � <br /> = .... <br /> _ - _ _ � <br /> `o . = •;:-;- '--_'_`'.'OVERALC-;-"_-_.`-OVERALL_,�.:_=:`',>- " DES/GMPRESSURE PSF' � <br /> 1 Typical elevafion.design pressures,&general notes -':,:-- -'}-':= ..��-�_. - :--:, -._. -- : . ...'�,�,q$S.-:..;._.. _ „_ �-�_. ). z <br /> � : SW(NG= ':-''=' ':_FRA'ME�.__: r:�.:'R,L;O.:,;.,;:.._:. ;._ _ - . _......_. ::."-•r. :-:..: � <br /> z 2 Doorpanel details .. . ..,. :... . typE: N�z <br /> z • :, ._ : . ' DIMENSION.� = 'DtMENS10N' ' i:'' = POSITNE NFGATIV�,_- o <br /> a 3 Honzontal cross sections _. . ... _ ._. ._ ..._ _. _ . oare 02/75/12 z <br /> w 4 Vertical cross sections <br /> INSWING 37.50"x 82.00" 26.25"x 65.93�� +50.0 -50.0 �' N.7.S. � <br /> - -�-___ _ 5 Buck and frame anchoring-2X buck masonry construction G 1 DWG.BY: ��{ m <br /> "'--�-- -Frarpe anchoring-iX buck masonry construction 3 <br /> - OUTSWING 37.50"x 80.50" 26.25"x 65.93" +50.0 -50.0 cwc.ar: LFS <br /> iaterials,glazing detail 8,components oRnmNc r+o. p <br /> FL-15215.11 N <br /> 0 <br /> °8�'i^^^roY/�dA4 s��r i oF•� e <br />