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16-17360
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2016
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16-17360
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Last modified
11/1/2016 9:39:20 AM
Creation date
11/1/2016 9:39:17 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
16-17360
Building Department - Name
DILLINGER JR,MARK A
Address
5904 19TH ST
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y, '- 4 <br /> o�,�: a�.m� <br /> wxu. M.ws � <br /> r�m: w� <br /> �-�e as/v/>>, <br /> MAX. FRAME VYIDTH PER FLORIDA APPROVAL � <br /> MAX. FRAME WIDTH (N.T.E. 86 7/S") <br /> PER FLORIDA APPROVAL <br /> (N.T.E. 43 7/2") STRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE � <br /> PLATE). SEE "FRAME ANCHOR REQUIREMENTS <br /> 6" MAX. 18" MAX. O.C. 6" MAX. TABLE" ON SHEET 1 FOR SCREW REQUIREMEMS <br /> A2 (SHOOT BOLT STRIKE). I 6"I 6" I � Z A1 � <br /> 6 � <br /> - ---- - - FRAME SCREWS OR �� ��� 5 � <br /> 6• �. I a � INSTALLATION CL1P5 � <br /> / WHERE SHOWN. SEE � <br /> I I ��ME ANCHOR � <br /> REOUIREMENTS TABLE" <br /> •I ON SHEET 1 FOR PPOSfiE � <br /> � �fi o � Dz o REOUIREMENTS. ^ 61 v INACTNE / qC7NE �� <br /> I• / •I � 6 � <br /> a � FRAME SCREWS OR w <br /> n NAIL FIN OR � FIN FASTENER WITHIN <br /> STRIKE SCREWS INTO � 2" OF CORNERS & 5" INSTALLATION CL1PS <br /> r. BRICKMOLD AND THEIR ¢a� Z <br /> °' ANCHORS IS OPTIONAL SUBS7RATE (7 PER �' WHERE SHOWN AT o 0 <br /> W � & SHALL NOT ACT AS STRIKE PLATE). SEE �; TO 7" MAX. O.C. SEE W rn <br /> MEE7ING Si1LE ENDS. tno � o <br /> "FRAME ANCHOR o � <br /> v A SUBSTITUTE FOR '� 'FRAME ANCHOR v SEE "FR.4ME ANCHOR � � �o a <br /> REQUIREMENTS TABLE" w o ��� <br /> THE FRAME ANCHORS I REOUIREMENTS TABLE" REQUIREMENTS TABLE" �� d � <br /> Q SPECIFIED. NAIL FIN •I ON SHEEf 1 FOR Q ON SHEET 1 FOR ON SHEEf 1 FOR w� o za N <br /> o SCREW REQUIREMENTS o REOUIREMENTS. REQUIREMENTS (CUPS � � � fD <br /> OR BRICKMOLD MAY <br /> � BE REMOVED WHEN � ARE NOT APPLICABLE o S � <br /> a � REQUIRED BY OPENING (LATCH & DEAD BOLT a 'y0 g Nw� <br /> a � � / CONDfTIONS � STRIKES). a � AT SILL). J3 � <br /> W �a <br /> o ¢ I• •I o �� a <br /> o � I I o � � <br /> � � � \ � `� � Ws 4O <br /> w W �U <br /> W � <br /> � �� \ �I � \ 9 B UU <br /> a <br /> � o' <br /> I• •I <br /> w HINGE SCREW INTO - � w HINGE SCREW IPlTO � xz �� <br /> � SUBSTRATE (1 PER � SUBSTRATE 1 PER �� W¢ ' <br /> � I HINGE. SEE "FRAME •I � � � ¢Z Z���N <br /> ,y ) � HINGE). SEE "FRAME � � <br /> ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS °'�Z W�g�i <br /> � �� TABLE" ON SHEEf 1 �� � TABLE" ON SHEET 1 / g� p�03� <br /> � FOR SCREW \ � FOR SCREW � � W 1 �c3"�� <br /> I• REOUIREMENTS. REOUIREMENTS. d� aF�y w <br /> I _ �V7^mo <br /> 61 B2 �z�s�6 <br /> 6" MAX. <br /> 6 6 y 3 c�> a <br /> �3°� <br /> STRIKE SCREWS INTO SUBSTRATE (2 PER ,n a <br /> INTERIOR ELEVATION: INTERIOR ELEVATION: a=�01°1'�ero o �, <br /> SINGLE DOOR WST�HL M3�4 POINToLOCKING SYSTEM pNCHORRI EQ II MEM STABLE'EONFRAME SDO�B�4 DOORS�^ �``��P�F��,���sl���,/ 4 <br /> , '�e <br /> (FRAME SCREW & CLIP MOUNT CONDITIONS) SHEEf 1 FOR SCRE4V REQUIREMENTS (NAIL FIN MOUNT CONDITION) `� �y� M �-�.;y�: 4 "� <br /> (SHOOT BOLT STRIKE). �y;2 d. 0 0;�� w Q <br /> �3;o `�* a oe2o U , <br /> ALLOWABLE DESIGN PRESSURE -y: ��: o� 3 <br /> ALLOWABLE DESIGN PRESSURE � o � �: <br /> (SINGLE DOOR) (DOUBLE DOOR) ���:a Z ��` <br /> 'sd6•��'�e��w�'e�•• �\� DAAWING NO. REV. <br /> SEE FLORIDA APPROVAL SEE FLORIDA APPROVAL s'se��l���p����°o SH�4o. B <br /> 3 oF g <br />
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