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FLOOR PLAN <br />SCALE: 1/4"= V- 0" <br />WINDOW & DOOR SCHEDULE <br />OPENING <br />MARK <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 />L21D <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 />1 -31.8 <br />L3C <br />6 <br />DBL. DOOR <br />1 72 <br />80 <br />23.1 <br />-29.5 <br />L5A <br />7 <br />WINDOW <br />1 24 <br />60 <br />25.4 <br />-34.0 <br />L1 C <br />8 <br />GAR. DOOR <br />1192 <br />84 <br />21.4 <br />-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 <br />FOR COMPOSITE LINTEL BEAM <br />USING THE <br />LOWER LOAD RATING OF EITHER CAST-CRETE <br />OR QUALITY <br />PRECAST COMPANIES. <br />MAX. <br />MAXIMUM <br />MAXIMUM <br />SYMBOL <br />SPAN <br />LENGTH <br />LOAD DOWN lb/ft <br />LOAD UP lb/ft <br />DETAII <br />L1A <br />2'-3" <br />3'-6" <br />6039 <br />3260 <br />A <br />L1C <br />2'-3" <br />3'-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 />L213 <br />3'4" <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 />T-6" <br />5'-4" <br />5057 <br />2110 <br />A <br />L313 <br />T-6" <br />5'-4" <br />1665 <br />1285 <br />B <br />L3C <br />4'-6" <br />5'-4" <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 />L413 <br />5'-0" <br />5'-10" <br />1332 <br />989 <br />B <br />L4C <br />5'-0" <br />5'-10" <br />2714 <br />1795 <br />C <br />141) <br />5'-0" <br />T-10" <br />2614 <br />1795 <br />D <br />L5A <br />6'-0" <br />T-6" <br />2610 <br />1475 <br />A <br />L513 <br />6'-0" <br />T-6" <br />1255 <br />944 <br />B <br />L5C <br />6'-0" <br />7'-6" <br />2385 <br />1475 <br />C <br />L513 <br />6-0" <br />T-6" <br />1950 <br />1347 <br />D <br />L6A <br />8'-0" <br />9'-4" <br />1747 <br />980 <br />A <br />L613 <br />8'-0" <br />9'-4" <br />768 <br />801 <br />B <br />L7A <br />9'-2" <br />10'-6" <br />1514 <br />793 <br />A <br />L713 <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 />1114" <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 />LIOB <br />12'-8" <br />1314" <br />555 <br />522 <br />B <br />L11A <br />16'-0" <br />174" <br />950 <br />361 <br />A <br />L11B <br />16-0" <br />17-4" <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 />L15A <br />22'-8" <br />24'-0" <br />470 <br />244 <br />A <br />DETAILA <br />DETAIL B <br />WALL PERPENDICULAR TO ROOF STRUCTURE WALL PARALLEL TO ROOF STRUCTURE <br />1/8" CLEARANCE <br />ROOF STRUCTURE � ��SINGLE�OP PLAT GOOF STRUCT� URE <br />0 n <br />—A <br />2x4 J <br />r(2) <br />(2)10d <br />32" OC 1/8" CLEARANCE <br />10d <br />( NON BRG <br />WALL <br />#2 PT SILL PLATE --/ I <br />FASTEN SILL PLATE W/ 112" AB AT 32" OC, or 1/4"x2-3/4" TAPCON AT 16" OC, or 3" CUT NAILAT 12" OC <br />FASTEN TOP PLATE TO TRUSSES AT 24" OC W/ (1)16d. <br />EXTERIOR WALLS REQUIRE SHEATHING, NAILED PER DETAIL WT. <br />E <br />NON-BEARING WALL EXTERIOR OR <br />NON -BEARING GARAGE WALL DETAIL <br />OPTION 1: <br />2x4 (min) #2PT BUCK, FASTENED w/ 3/16 x 3" CONCRETE <br />SCREWS (MINIMUM 1-1/4" EMBEDMENT) WITHIN 6" OF CORNERS <br />AND 24" OC. <br />OPTION 2: <br />10(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 />w <br />LU <br />LINTEL COURSE'°' <br />W/ (1) #5 BAR <br />o <br />N <br />Cl) <br />I 1 <br />I I <br />zw <br />N <br />PRECAST LINTEL <br />�o <br />DETAIL C <br />I I <br />LINTEL COURSE <br />w/ (1) #5 BAR ':_ r___, <br />FOR DOORWAY <br />DETAIL D <br />WS FRAME TO BLOCK <br />WALL DETAIL <br />2x6 #2 SP PT <br />• 1/2"AB <br />or EXPANSION BOLT <br />2' (maximum) OC <br />w/ 2" WASHER <br />MASONRY <br />W�( GARAGE DOOR BUCK <br />W CY) <br />U J ,n <br />.. JzUC') <br />U)3U_j <br />O WO H <br />F_ 2� W .. <br />V O m J ()� <br />Q =� O <br />J�z <br />W Q <br />Z 0Z <br />rr�—^ 0 Lu <br />V J Q�' <br />Nt v <br />C) 00 C:) <br />ct <br />•• <br />N <br />O <br />LO <br />LL <br />`) <br />(' <br />W <br />_I <br />V <br />LL <br />Z <br />w <br />W <br />> <br />o <br />Q_j <br />55 <br />0) - <br />W <br />ry <br />W <br />IL W <br />N <br />REVISIONS: <br />PAGE: 3 OF 7 <br />Lildon Engineering Company, Inc. <br />920 Sunset Shores Dr. <br />•, • . • Minneola, Florida 34715 <br />(352) 394-2590 Ph.& FAX <br />•' . GENSCert. Auth. #2898 <br />N0.52583 <br />STATE OF <br />FL0903\�� <br />'•: s/ONA1 E .•♦ February 15, 2018 <br />Wayne A. Block, PE#52583 <br />