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a <br />KNOCKOUT BLOCK <br />PRECAST LINTEL P// <br />OURED f15 DIAM. <br />W (1 #5 DIAM. <br />P RE SOLID <br />"i. <br />7- <br />PERIMETER BEAM/LINTELS PRECAST LINTEL <br />OVER DOOR & WINDOWS LESS THAN 4'-0" SPAN <br />PC1 PC2 <br />KN/OCK)O#UT BLOCK KN//O(C�2K))OUTT BLOCK <br />POURED SOUDIAM. PtSURED SOLID IAM. <br />POURED �►. <br />SOLID <br />(1) #5 (1) #5 <br />PRECAST LINTEL PRECAST CONC LINTEL <br />4'-0" TO 9'-0" SPAN 9'-O" TO 25'-0" SPAN <br />PC3 PC4 <br />NOTE: PRECAST LINTELS SHALL BE "CAST CRETE" OR EQUAL. <br />USE PRE -STRESSED PRECAST LINTEL FOR SPANS GREATER <br />THAN 14'-4" <br />THE K.O. BLOCK ABOVE THE LINTEL IS THE MINIMUM REQUIRED. <br />ADDITIONAL GROUT FILLED CMU BLOCKS CAN BE INSTALLED BETWEEN <br />THE K.O. BLOCK AND THE LINTEL FOR HIGH REQUIREMENTS. THE <br />K.O. BLOCK ABOVE CAN BE THE SAME AS THE WALL TIE BEAM. <br />CMU GABLE END WALL W,/ FLAT CEILING <br />WIND SPEED 130 MPH 3-SEC. GUST. MEAN ROOF HEIGHT UP TO 30'-0" NOT TO SCALE <br />AorG <br />DETAILING DIMENSION DETAILING DIMENSION <br />-=3 - <br />Ur d <br />O <br />OI_ .Y _k <br />BAR <br />SIZE <br />180' HOOK <br />90' HOOK <br />AorG <br />J <br />D <br />AorG <br />D <br />#3 <br />5" <br />3" <br />2 1 /4" <br />6" <br />2 1 /4" <br />#4 <br />6" <br />4" <br />3" <br />8" <br />3" <br />#5 <br />7" <br />5" <br />3 3/4" <br />10" <br />3 3/4" <br />#6 <br />8" <br />6" <br />4 1/2" <br />12" <br />4 1/2" <br />#7 <br />10" <br />7" <br />5 1/4" <br />14" <br />5 1/4" <br />#8 <br />11" <br />8" <br />6" <br />16" <br />6" <br />#9 <br />15" <br />1 11 3/4" <br />9 1/2" <br />19" <br />9 1/2" <br />#10 <br />17" <br />13 1/4" <br />10 3/4" <br />1 22" <br />10 3/4" <br />C)__SjA_NQARQ <br />PRE-ENG WOOD TRUSS (TYP) <br />SECURE RIDGE BEAM TO GIRDER <br />W/ USP UH26 JOIST SEAT <br />W/ (8) 16d NAILS TO GIRDER & (3) <br />16d NAILS TO RIDGE BEAM <br />2x4 COLLAR TIE MID -HEIGHT O GIRDER. <br />PROVIDE (5) 12d NAILS EA END <br />CONT1NUE SHEATHING BELOW CONVENTIONAL FRMG <br />O ATTACHED STRUCTURES WHICH ARE ONLY <br />PARTIALLY ENCLOSED SUCH AS ENTRYWAYS AND <br />PORCHES <br />CONVENTIONAL/ <br />VALLEY FRAMING ISOMETRIC <br />N.T.S. <br />NOTES: <br />— — —RIDGE LINE— <br />RIDGE LINE <br />t t + + + + t + t <br />+ + + + + + + + + <br />Location <br />Nails <br />Nail Spacing <br />Gable Ends Edge <br />8d <br />4" <br />Gable Ends Field <br />8d <br />8" <br />Other - Edges <br />8d <br />6" <br />Other -Field <br />8d <br />10" <br />NOTE: <br />1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS. <br />2) END JOINTS OF THE ROOF SHEATHING SHALL BE <br />STAGGERED AND OCCUR OVER FRAMING MEMBER. <br />.1 I i .. I t <br />ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE. <br />SECTION SIZE SHALL BE DETERMINED ACCORDING TO <br />THE LENGTH OF SPAN AS FOLLOWS: <br />UP TO 8'-0" ........... 2x6 <br />8'-0" TO 12'-0" ........... 2x8 <br />12'-0" TO 15'-0" ........... 200 <br />15'-0" TO 18'-0" ........... 202 <br />ORIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. <br />SECTION SIZE SHALL BE 2" (NOMINAL) LARGER THAN RAFTERS <br />W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. <br />QCLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL <br />BE FASTENED AS SHOWN W/ USP HMSTA24 TENSION STRAPS <br />O EACH TRUSS USING (14) 8d NAILS. INSTALL THE STRAP BY <br />CUTTING A HOLE INTO THE SHEATHING O EACH SIDE OF TRUSS AND <br />THREADING THE U-SHAPED STRAP FROM BOTTOM OF TRUSS TOP <br />CHORD TO TOP OF CLEAT. <br />OSECURE RAFTERS TO CLEAT USING USP HMSTA24 TENSION <br />STRAPS W/ (14) 8d NAILS FOR 2x12 RAFTERS. (10) 8d NAILS <br />FOR 2x10 RAFTERS, (8) 8d NAILS FOR 2x6 RAFTERS WITH SPANS <br />OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" <br />SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. <br />SECURE RAFTERS TO RIDGE BEAM USING USP TMU26 SLOPING <br />JOIST SEAT W/ (10) 1Od NAILS INTO RIDGE BEAM AND (7) 1Od <br />NAILS INTO 202 RAFTERS. USE (8) 10d & (6) 10d RESPECTIVELY FOR <br />2x10 RAFTERS; (6) 10d & (6) 10d FOR 2x8 & 2x6 RAFTERS WITH SPANS <br />OF 4'-O" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" <br />MAY BE TOE -NAILED TO RIDGE BEAM W/ (8) 10d NAILS. <br />"L" <br />BRACING( REQUIREMENTS <br />SPACING <br />'L" <br />BRACE <br />"L1) BRACE <br />"LBRACE <br />"L2") BRACE <br />16 <br />0 0 <br />- 4 -5 <br />4 -5 - 8 -0 <br />-0 - 12 -0 <br />-0 - 16 -0 <br />24 <br />0'-0- <br />- 4 -0 <br />4 -0 - -0 <br />-0 0 - 10 - <br />- - 14'-0 <br />NOTE: <br />"L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH <br />PRE-ENGINEERED WOOD <br />- OVERLAP TRUSS BRACING <br />AT LEAST ONE TRUSS » OVERLAP <br />SPACE -I�— <br />(2) 12d PER JOINT <br />1"W TRUSS BRACING <br />CONTINUOUS BOTTOM CHORD BRACING <br />SCALE: NOT TO SCALE <br />2"x4" BLOCKING CAD 48" O/C <br />"L" BRACE <br />ATTACHED W/ 10d NAILS <br />0 4" O/C TYPICAL <br />GABLE TRUSS WE <br />DOUBLE "L" BRACING DETAIL <br />SECTION a <br />SCALE: NOT M SCALE S2 <br />2"x4" BLOCKING ® 48" O/C <br />"L" BRACE <br />ATTACHED W/ 10d NAILS <br />® 4" O/C TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL <br />SECTION B <br />SCALE: NOT 'm SCALE S2 <br />PRECAST CONC. LINTEL W/ — <br />MIN. 1000 PLF CAPACITY U.N.O. <br />.. <br />8" MIN. <br />BEARING O <br />EA. END <br />i g�#5 BAR HORIZ. I i <br />OUTED P.C. LINTEL <br />i .. <br />t� BA <br />W1A NTONLINTEL &5" E �f <br />VERT. REINF. CELL (SEE <br />NOTE 2 BELOW) • <br />(1) #5 BAR VERT REINF. <br />IN FILLED CELL <br />NOTE: <br />1. EACH JAMB OPENING TO BE REINFORCED W/ <br />(1) #5 BAR VERT. IN CONC. FILLED CELL <br />2. PRECAST LINTEL FOR OPENING GREATER THAN OR EQUAL <br />TO 6'-0" TO HAVE #5 BENT BARS INTO JAMBS AS SHOWN <br />3. PRECAST LINTELS SHALL BE <br />"CAST CRETE" OR EQUAL. <br />TYPICAL PRECAST LINTEL <br />SCALE: N.T.S. <br />1/2" PLYWOOD OR OSS SHEATHING <br />TOP CHORD BLOWNG FOR FIRST FOUR ROWS 2"x4" STIFFNER O 24" O/C. <br />OF TRUSSES O EDGES OF SHEATHING TWAT. r TOE -NAIL W/ (2) 16d NAILS <br />I <br />I <br />I <br />I <br />I <br />I "L" BRACE TO EXTEND AT LEAST <br />2X4 8'-0" LONG LATERAL I 90x OF WEB LENGTH (SEE TABLE) <br />BRACING O 48" D.C. <br />TOP AND BOTTOM I ABLE TRUSS <br />I /16 OSB SHEATHING <br />I ATTACHED W/ 10d NAILS O 6" O/C <br />I EDGES AND It O/C FIELD <br />TRUSS BOTTOM I <br />1 <br />A <br />2X4 BLOCKING O 48" O/C FOR FIRST J S2 <br />(4) ROWS OF TRUSSES W/ (2) 16d l <br />TOE -NAILS ON EACH END. <br />SCALE: 3/4"=1 <br />2-16d NAILS <br />PER BOTTOM CHORD <br />SECTION 1 <br />SCALE NOT TO SCA S2 <br />2-16d NAILS I <br />I <br />4-16d <br />I <br />GYPSUM WALL BOARD-J <br />2"x8" P.T. SILL W/ 1/4" x 2-3/4" in, <br />TAPCONS O 6" O.C. <br />DETAIL rA <br />SCALE: NOT TO S,2 <br />IPSON META20 OR EQUAL <br />6'-0" O/C TYPICAL <br />2"x4" CROSS <br />(SEE PLAN <br />;AT10NS) <br />;d PER JOINT <br />%1 CONTINUITY OF TIE BEAM STE L <br />REVISIONS <br />CU <br />Z_ <br />N <br />Z <br />C7 04 <br />w <br />o0 OD <br />tOO)M <br />^M <br />W <br />mN <br />Z <br />0 0%Co <br />Zwa: <br />Loo � <br />o <br />J <br />c <br />x <br />00 <br />a 4 <br />_I <br />C9 <br />W <br />m <br />w <br />m 0 <br />w z <br />LA <br />ao <br />0] <br />W <br />3: <br />N <br />Jw <br />Ln <br />m� <br />-W w <br />1La <br />00N <br />o8 <br />_ <br />ZO <br />0V � <br />�z <br />wV <br />U. <br />==Z <br />F mU <br />;a aoz <br />z <br />—J <br />SOZ L, z <br />2 in <br />Z(n <br />}�}zm <br />Q3Qrn za <br />ptn <br />Wp� <br />W <br />Q� <br />z <br />D: <br />W <br />v0-io <br />U <br />C <br />N <br />� <br />Ld <br />C <br />0 <br />U <br />C <br />.0 <br />~+ <br />��yy <br />L1_ <br />� <br />Q <br />t n <br />v ' <br />C <br />NN0 <br />SCALE <br />NTS <br />BU LDER: <br />DESIGN: <br />J.L. THOMPSON <br />DATE: <br />October 2009 <br />SHEET: <br />S2 <br />