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m-�. xrs <br /> � m- <br /> � <br /> r..s <br /> 145 1/2" MAX. FRAME WIDTH <br /> i.0 arli�fl. <br /> 145 1/2' MAX. FRAME WIDTH 4" 19' MAX. O.C. 4_ 19 MAX. 4.4.4.4. <br /> ---�-�-�-�� <br /> NAIL RN 4 4 MAX. q.C. 79" MAX. O.C. 4" MAX. <br /> A3 <br /> 5 � <br /> 5 G <br /> -- --- - --- ---'�- MAX. <br /> fffi <br /> CLUSTER OF 5 J CLUSTER OF 4_/ FIN FASTENER WITHIN <br /> FRAME SCREWS WHERE- <br /> FRAME SCREWS AT FRAME SCREWS AT 3"OF CORNERS & NAIL FIN AND SHOWN. SEE "FRAME <br /> = INTERLOCK STILE INTEGRAL MULLION 4 1/2" MAX. O.C. ANCHORING OF NAIL ANCHOR REQUIREMENTS f <br /> w ENDS. SEE 'FRAME ENDS. SEE 'FRAME SEE "FRAME ANCHOR w FIN IS OPTIONAL& TABLE" ON SHEET 1 <br /> = ANCHOR ANCHOR REQUIREMENTS x SHALL NOT ACT AS A FOR REQUIREMENTS. $ <br /> w MAY INCREASEREQUIREMENTS REQUIREMENTS I TABLE"ON THIS SUBSTITUTE FOR THE <br /> TABLE'ON THIS TABLE'ON THIS SHEET FOR �q I FRAME ANCHORS TO 22'0_C. E <br /> w SHEET FOR SHEET FOR REQUIREMENTS. w I SPECIFIED. nN MAY BE WHEN FRAME <br /> REQUIREMENTS. REQUIREMENTS. REMOVED WHEN WIDTH IS 72"OR 18" MAX_ <br /> ' REQUIRED BY OPENING LESS. O.C. <br /> CONDITIONS o <br /> iv I OPPOSOE p <br /> OPPOSE I <br /> 1 et 2 82 o FWN0 <br /> m 5 L <br /> INTEGRAL 5 m 5 INTEGRAL i= o 0 <br /> MULLION I MULLION <br /> 1 a d I <br /> wSN <br /> = U2 <br /> a. <br /> EXTERIOR ELEVATION: EXTERIOR ELEVATION: <br /> 3—PANEL SLIDING PATIO DOOR 3—PANEL SLIDING PATIO DOOR <br /> SCALE: 1/2" = 1'-O" SCALE: 1/2"= 1'-0" i m <br /> (NAIL FIN MOUNT) (FRAME SCREW MOUNT) z zm <br /> ALLOWABLE DESIGN PRESSURE cn(3-PANEL DOORS ONLY) w =,,dU. 2, <br /> +35 —35 PSF w � s <br /> PRESSURE SHOWN IN THIS TABLE IS o <br /> FOR INSTALLATION CONDITIONS ONLY. J& <br /> THE GOVERNING DESIGN PRESSURE ON 2 " <br /> THE DOORS SHALL BE THE LESSER OF UM=fig <br /> THAT SHOWN IN THE INDIVIDUAL DOOR'S ��S= <br /> STATE APPROVAL OR THAT SHOWN IN <br /> THIS TABLE. Ak ki11 a1F¢N <br /> r�R <br /> cc <br /> C.:Y;'•Ct r �z• rw �n <br /> Q No <br /> • w � e it��. �.; <br /> O 516 O. AEV. <br /> 1961 1 A <br /> SHEET NO' <br /> 3 oP 5 <br />