15-15905 - Laserfiche WebLink

Browse Search

DESIGN PRESSURE LIMITS FOR 1"x 4'MULLION(PSF) ONE-WAY MULlIONS �'� �Eas�ern SPAN TRIBUTARY W�DTH'W' � ��e�� �� 18" 24" 30° 36" 42' 48• 54" 60" evartae 24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION Wp EA57EAN ARGRTEtnA.LL SYS7FM5 36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION � 'FT�MYEIIS•M1.�7�9�� PH:(!0�{ltdi0l F%:(279)i69�2112 aa° zoo.o zoa.o �oo.o Zoo.o zoo.o zoo.o zoo.o zoo.o � eo° �oo.o zoo.o zoo.o zoo.o zoo.o zoo.o zoo.o zoo.o w� "' �" � � � � 72" 200.0 200.0 200.0 200.0 200.0 186.1 176.4 170.1 N Z O o� �� _ 64" 200.0 185.7 155.0 135,0 121.3 111.4 104.2 99.0 W� µ� > �o O�� 1.000" ��g ��. 96" 156.9 �z�.e �o�.� s�.s �s.o ��.� 65.9 ez.o ONE-WAY MULLION DIAGRAMS � � °�p �`�� SOS" 108.9 84.2 69.6 59.9 53.1 48.1 44.4 41.5 w m X� w ��"w m �mm� CY a o ��<a m � w < & 1RIBUTARY WIDTN= WI Z W2 0.250' � � a w o� DESIGN PRESSURE LIMITS FOR 1"x 4"MUWON(PSF) m � � � TWO-WAY MULLIONS 4.000" � � SPAN TRIBUTARY WIDTH'W' � 'L' lg^ Zq" 30" 36" 42" 48" 54" 60" � ¢ � 24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200•0 MULLION Wl,t MULUON �, m 36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 196.5 � � 48" 200.0 200.0 200.0 200.0 200.0 186.1 .165.4 148.8 � 0.250° Z eo° zoo.o zoo.o zoo.o i9a.s i�o.i ias.s 132.3 ii9.i w� 1"X 4" MULLION � __ ____ 72" 200.0 200.0 198.5 165.4 141.8 124.0 310.3 99.2 � _ __ �"� Z ALUMINUM 6008_T5 � 84" 200.0 159.2 127.3 106.1 90.9 79.6 70.7 63.7 I��_ � �pp, 96" 142.2 106.6 65.3 71.1 60.9 53.3 474 42.6 w��r� � Ci 108" 99.8 74.9 59.9 49.9 42.8 37.4 333 30.0 TW�-WAY MULLION DIAGRAMS � W � r�e�NOres: QUALIFIED ANCHOR CLIPS 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-4 FOR lYPICAL INSTAU.ATION METHODS 6 Q.IP � DETAILS. � 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS ANO SPANS IS ALLOWED. Z 3. SEE THIS SHEET FOR SPELIFIC MULLION DIMENSIONS. `�� c a� �� 4. SEE SHEET 3 FOR SPELIFIC CLIP DIMENSIONS. �`��..`•• ,.�ti�. 5. ANCHOR REQUIREMENTS: � � � � �� •WOOD:#12 WOOD SLREWS �•� � •CMU:3/16'ITW TAPCONS � g � .CONLRETE:3/16"ITW TAPCONS LL • ~ � •METAL:12-14 SELF-DRII�.ING SLREWS(6RADE 5) �'; � C 6. INSTALLITION SUBSTRATES: • • • • + �y'•., ; .WOOD ANLHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"6 EDGE DISTANLE OF 1".WOOD SHALI,BE MIN.5.6:0.55. �i d' •• ' •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENTOF 1-1/4'd ED6E DISTANCE OF 2-1/2'.HOLLOW LMU SHALL ANGLE CLIP ��/i�y •*PR�� BE MEDIUM WEI6HT CONFORMIN6 TO ASTM C 90. ALUMINUM 6063-T6 N j: •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4'd EDGE DISTANLE OF 2-1/2'.CONGRETE SHALL BE T MIN.4000 PSI. •'MUST BE USED IN PAIRS Q o �� _ �� •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MITJ. IB GA.(0.045'THILIQ 33 KSI YIELD.ALUMINUM SHALL BE MIN.LB"THICK ALUMINUM 6063-T5. � DWG#: NOTE:SEE SHEET 3 FOR SPECIFIC E A 505 6 • Q.IP TYPES AND DIMENSIONS. . SHEET: � QF 11 11