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JIAL> : 1/4 = 1 V"` <br />WINDOW & DOOR SCHEDULE <br />OPENING <br />MA7 <br />DESCRIPTION <br />NOM. <br />OPENING <br />SIZE (in.x in.)* <br />REQUIRED <br />DESIGN <br />PRESSURES, psf <br />PRECAST <br />LINTEL <br />1 <br />DOOR <br />36 <br />80 <br />24.3 <br />-31.8 <br />L2D <br />2 <br />WINDOW <br />36 <br />60 <br />24.8 <br />-32.7 <br />L2C <br />3 <br />WINDOW <br />36 <br />36 <br />25.4 <br />-34.0 <br />L2C <br />4 <br />WINDOW <br />36 <br />48 <br />25.1 <br />-33.4 <br />L2C <br />5 <br />WINDOW <br />48 <br />60 <br />24.3 <br />-31.8 <br />L3C <br />6 <br />DBL. DOOR <br />72 <br />80 <br />23.1 <br />1 -29.5 <br />1 L5A <br />7 <br />WINDOW <br />24 <br />60 <br />25.4 <br />1 -34.0 <br />L1C <br />8 <br />GAR. DOOR <br />192 <br />84 <br />21.4 <br />1 -26.1 <br />L11A <br />* BUILDER TO DETERMINE REQUIRED ROUGH OPENING SIZES. <br />INSTALL WINDOWS AND DOOR PER MANUFACTURERS INSTALLATION <br />DETAILS. ALLOWABLE PRESSURES MUST MEET OR EXCEED THOSE NOTED <br />IN THIS TABLE. <br />LINTEL SCHEDULE <br />THIS LINTEL SCHEDULE WAS DEVELOPED FOR COMPOSITE LINTEL BEAMS <br />USING THE LOWER LOAD RATING OF EITHER CAST-CRETE OR QUALITY <br />PRECAST COMPANIES. <br />MAX. <br />MAXIMUM <br />MAXIMUM <br />SYMBOL <br />SPAN <br />LENGTH <br />LOAD DOWN lb/ft LOAD UP lb/ft <br />DETAII <br />L1A <br />2'-3" <br />T-6" <br />6039 <br />3260 <br />A <br />L1C <br />2'-3" <br />31-6" <br />4689 <br />3260 <br />C <br />LID <br />2'-3" <br />3'-6" <br />4689 <br />3260 <br />D <br />L2A <br />3'-4" <br />4'-0" <br />5439 <br />2832 <br />A <br />L2B <br />3'41 <br />4'-0" <br />3166 <br />2165 <br />B <br />L2C <br />3'-4" <br />4'-0" <br />3467 <br />2832 <br />C <br />L2D <br />3'-4" <br />4'-0" <br />2982 <br />2413 <br />D <br />13A <br />4'-6" <br />5'-4" <br />5057 <br />2110 <br />A <br />L3B <br />4'-6" <br />5'-4" <br />1665 <br />1285 <br />B <br />L3C <br />4'-6" <br />54" <br />1809 <br />1393 <br />C <br />L3D <br />4'-6" <br />5'-4" <br />1705 <br />1345 <br />D <br />L4A <br />5'-0" <br />5-10" <br />4144 <br />1930 <br />A <br />L4B <br />5'4' <br />5'-10" <br />1332 <br />989 <br />B <br />L4C <br />5'-0" <br />5'-10" <br />2714 <br />1795 <br />C <br />L4D <br />5'-0" <br />5-10" <br />2614 <br />1795 <br />D <br />L5A <br />6-0" <br />7-6" <br />2610 <br />1475 <br />A <br />L5B <br />6-0" <br />7-6" <br />1255 <br />944 <br />B <br />L5C <br />6'-0" <br />7-6" <br />2385 <br />1475 <br />C <br />L5D <br />6-0" <br />7-6" <br />1950 <br />1347 <br />D <br />L6A <br />8'-0" <br />9'-4" <br />1747 <br />980 <br />A <br />L6B <br />" <br />8'-01 <br />9'-4" <br />768 <br />801 <br />B <br />L7A <br />9'-2" <br />10'-6" <br />1514 <br />793 <br />A <br />L7B <br />9'-2" <br />10'-6" <br />658 <br />716 <br />B <br />L8A <br />10'-6" <br />11'4' <br />1365 <br />696 <br />A <br />L8B <br />10'-6" <br />11'4' <br />594 <br />636 <br />B <br />L9A <br />11'-0" <br />12'-0" <br />1254 <br />631 <br />A <br />L10A <br />12'-8" <br />13'-4" <br />1076 <br />532 <br />A <br />L10B <br />12'-8" <br />1.3'4" <br />555 <br />522 <br />B <br />LIIA <br />16-0" <br />174" <br />950 <br />361 <br />A <br />L11B <br />16-0" <br />174" <br />348 <br />327 <br />B <br />L12A <br />18'-0" <br />19'-4" <br />750 <br />313 <br />A <br />L13A <br />20'-0" <br />21'-4" <br />610 <br />278 <br />A <br />L14A <br />20'-8" <br />22'-0" <br />570 <br />268 <br />A <br />I,15A <br />22'-8" <br />24'-0" <br />470 <br />244 <br />A <br />WALL PERPENDICULAR TO ROOF STRUCTURE <br />1/8" CLEARANCE <br />ROOF STRUCTURE --\ 7SINGLE TOP PLATE <br />FULL STUDS <br />#2 SPF 16" OC <br />LINTEL COURSE <br />� <br />w/ (1) #5 BAR <br />o <br />N' <br />C% <br />I <br />zm <br />N <br />PRECAST LINTEL <br />w/ (1) #5 BAR <br />DETAILA <br />DETAIL B <br />WALL PARALLEL TO ROOF STRUCTURE <br />ROOF STRUCTURE <br />2x4 <br />32" OC <br />NON BRG <br />WALL <br />#2 PT SILL PLATE --/ <br />FASTEN SILL PLATE W/ 1/2" AB AT 32" OC, or 1/4"x2-3/4" TAPCON AT 16" OC, or 3" CUT NAIL AT 12" OC <br />FASTEN TOP PLATE TO TRUSSES AT 24" OC W/ (1)16d. <br />EXTERIOR WALLS REQUIRE SHEATHING, NAILED PER DETAIL WT. <br />Lz�j <br />NON-BEARING WALL EXTERIOR OR <br />NON -BEARING GARAGE WALL DETAIL <br />OPTION 1: <br />2x4 (min) #2PT BUCK, FASTENED wl 3116 x 3" CONCRETE <br />SCREWS (MINIMUM 1-114" EMBEDMENT) WITHIN 6" OF CORNERS <br />AND 24" OC, <br />OPTION 2: <br />lx3(min) #2PT BUCK, FASTENED w/ 0.097 x 1-3/8" T NAIL 16" OC <br />AND WITHIN 6" OF CORNERS. <br />ANCHOR WINDOWS & DOORS WITH CONCRETE SCREWS <br />PER MANUFACTURERS DETAILS. <br />EXTERIOR WINDOW OR <br />DOOR BUCK IN CB WALLS <br />(2) 10d <br />1/8" CLEARANCE <br />(2)10d <br />LINTEL COURSE <br />wl (1) #5 BAR <br />0 <br />m <br />I I <br />I N <br />Zm <br />PRECAST LINTEL <br />RECESSED 2" <br />�/S FRAME TO BLOCK <br />WALL DETAIL <br />2x6 #2 SP PT <br />12" AB <br />or EXPANSION BOLT <br />2' (maximum) OC <br />w/ 2" WASHER <br />MASONRY <br />WY GARAGE DOOR BUCK <br />W <br />CY <br />U <br />- <br />N <br />LO <br />J <br />♦ ^ <br />Z <br />�: <br />U <br />_� <br />M <br />tM <br />V ) <br />W <br />0 <br />�U_ <br />-1 <br />W <br />.. <br />U <br />pop <br />'�! <br />9 <br />=O=O <br />3:Z <br />F <br />�QW< <br />Z <br />Oz=2 <br />Cn <br />O <br />g <br />w <br />U <br />o� <br />•• <br />N <br />0 <br />LO <br />CM <br />W <br />IJ <br />U <br />LL <br />W <br />LlJ Cn <br />0 <br />Q J <br />Fn <br />_ <br />W <br />orf <br />w <br />63: <br />2: <br />W <br />a' <br />W <br />Z <br />N <br />'I <br />REVISIONS: <br />PAGE: 3 OF �k <br />Lildon Engineering Company, Inc. <br />920 Sunset Shores Dr. <br />Minneola Florida 34715 <br />'♦��•A°•B� Off; ♦. � <br />-1,.° ENS •.,,�... <br />No, 52583 <br />STATE OF <br />♦.F8S10NA1-Er:♦♦ <br />♦♦♦11■■■■♦♦ . <br />352) 394 - 2590 Ph. & FAX <br />Cert. Auth. #2898 <br />1S, 2018 <br />PE#52583 <br />Wayne <br />