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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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, � <br /> onwwu m: wrcKc.n er. - <br /> 96 1/2" MAX. OVERALL FRAME WIDTH FRAME SCREWS WHERE 96 1/2" MAX. OVERAIL FRAME WIDTH """ ""s <br /> SHOWN AT HEAD MULLION PtOi`_�e °�os/�o/m <br /> 48 1/4" MAX. FRAME WIDTH 48 1/4" MAX. FRAME WIDTH END. SEE "FRAME 48 1/4" MAX. FRAME WIDTH 48 1/4" MAX. FRAME WIDTH <br /> ANCHOR REQUIREMENTS <br /> 3" 3' 3" 3' A2 TABLE" ON SHEET t FOR 3" 3" 3" 3" <br /> q REQUIREMENTS. � <br /> �NOTE: SCREW . . • � <br /> CLUSTER IS ONLY CLUSTER FIN ANCHORS AT <br /> / I / MULLION ENDS SUCH THAT � <br /> FRAME SCREWS WHERE REQ(IRED WITH 2"-3" / 7HERE ARE A TOTAL OF 4 <br /> SHOWN AT HEAD MUWON HP HIGH POSITIONED AS SHOWN. SEE � <br /> END. SEE "FRAME ANCHOR PERFORMANCE) "FRAME ANCHOR � <br /> REQUIREMENTS TABLE" ON WINDOWS <br /> REqUIREMENTS TABLE" ON <br /> SHEET 1 FOR REQUIREMENTS. SHEEf 1 FOR REQUIREMENTS. <br /> I � NOTE: NAIL FlN CLUSTER IS <br /> NOT REQUIRED WHEN SCREW <br /> _ = OR CLIP CLUSTER EXISTS. <br /> � / / � • / / WQ N <br /> � I � I �J�m <br /> a o <br /> � / / � . / / 3 �=a� <br /> O ��c7n <br /> o �a�n <br /> m m Z Uam� <br /> I � 3 �ocn <br /> � W� � <br /> z a��.,� <br /> - � c� <br /> . = w <br /> J � <br /> � � <br /> 0 � <br /> INSfALLNTION j I /� irisrnwnoN j I j � <br /> cuP cuP ¢ �o <br /> a zao <br /> � �`° - <br /> 3° 3" 3" 3' SEE SINGLE WINDOW • • • • • • � Z Z��"N <br /> INSTALLATION CLIPS WHERE SHOWN. SEE INSTALLAl10N CLIPS WHERE SHOWN. SEE p � <br /> ELEVATION FOR FRAME EXTERIOR ELEVATION: z za��^ <br /> "FRAME ANCHOR REQUIREMEMS TABLE" "FRAME ANCHOR REOUIREMENTS TABLE' W .�.r <br /> ON SHEEf 1 FOR REQUIREMENTS. ANCHOR REQUIREMENTS ON SHEEf 1 FOR REQUIREMENTS. 1YVO-WIDE WINDOW SEE SINGLE WINDOW o �a g�� <br /> & POSffIONS AT SIDES ELEVATION FOR FIN W � <br /> NOTE: CLIPS MAY BE USED AT HEAD EKfERIOR ELEVATION: oF wiNoows NOTE. CLIPS MAY BE USED AT HEAD (NAIL FlN MOUNT� ANCHOR RE�UIREMENTS � Wz��� <br /> ALSO IN LIEU OF FRAME SCREWS 7yy0-WIDE WINDOW ALSO IN LJEU OF FRAME SCREWS & POSfTIONS AROUND � aF„=W <br /> (FRAME SCREW INSTALLATION CLIP MOUNT SCALE: 3/4' _ �'-o" o x�-�_ <br /> � �- ALLOWABLE DESIGN PRESSURE � wiNoows z ��� �� <br /> w cn��ma <br /> SCALE: 3/4" = 1'-0" NOTE: CIJP � o�3 <br /> (1W0-WIDE WINDOW) CLUSTER IS ONLY dEeEaa�@@FF - '"3v 6 <br /> OVERALL FRAME SIZE (IN.) ALLOWABLE PRESSURE (PSF) REQUIRED WI7H ��`+��` };����Er,, �3+� <br /> t+)72 1 2" X 72" 35 HP (HIGH ,��`°�F�,.e.• ������.• <br /> C�)72 1 2' X 72" 50 PERFORMANCE) •���. ^.��''•'� W <br /> tA 72 1 2' X 78" 25 WINDOWS �2`:<.•�� C•'•p;�3: o � <br /> (�)96 1 2" X 72" 25 �rr. �z r ?r Y `'��•� F w� I <br /> . t+)88 1 2" X 78" 20' _ `tiL �'�` F�7 C,: � �` I <br /> ol STANDARD PERFORFAANCE WINDOW; PLASTIC TILT LATCHES ON a�:% G• `r�=�.� � �� <br /> UPPER RAIL& BOTfOM SASH IMERLOCK. "�I,'� � .•°E�.t w �, 3�'+ <br /> t�7 HIGH PERFORFMNCE WINDOW; PLASTIC TILT LATCHES ON UPPER '�F�C�'�y•°•• .�•••��` '�,Q-�` " `� �6 <br /> RAIL & METAL TILT IATCHES ON BOTTOM SfSH INTERLOCK. _ 'rf; d�t�••ro��''P�i.'e� <br /> PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION <br /> �. ��/a`SFitt445�6 3 <br /> CONDRIONS ONLY THE GOVERNING DESIGN PRESSURE ON iHE oanwinc r+o. Rcv. <br /> WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE 1596 E <br /> INDIVIDUAL WINDOW'S STATE APPROVAL OR TFIAT SHOWN IN THIS SHEEf N0. <br /> TABLE. 2 aF 5 <br />
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