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I A I f. _. _ <br />a <br />_ <br />7 <br />7/8" PARGE COAT OF <br />CEMENTITIOUS FIN. ON <br />MTL. LATH ON 15# FELT <br />1/2" PLYWD. SHEATHING <br />NAILED W/ 8D <br />COMMONS AT 4" O.C. <br />(EDGE), 6" O.C. (FIELD) <br />15# FELT <br />PAPER CONT. <br />SECURE MASONRY <br />WALL TO KNEE WALL <br />W/ SIMPSON H21 <br />2 X TRUSSES AT 24" O.C. <br />SECURE TRUSS TO KNEE WALL <br />WITH SIMPSON H1 <br />PER PLAN <br />ENTRY CLG <br />SECURE KNEE WALL TO TRUSSES W/ <br />SIMPSON H2 <br />SIMPSON HHETA20 <br />USP HTA20 <br />I �(1) COURSE 8 X 8 KNOCK- OUT BLK <br />:FILLED SOLID W/ (1) #5 BAR TYP. <br />4 X 8 X 16 PARTIAL BLOCK <br />LF <br />I <br />7/8" (3) COAT — <br />STUCCO FIN. <br />1 /4" METAL <br />LATH <br />1/2" SHEATHING <br />5/8" (2) COAT — <br />STUCCO FIN. <br />3/4" <br />I <br />NOTE: AT GABLE END AND <br />OTHER EXT. FRAME ON BLOCK <br />APPLICATIONS, INSET TRUSS OR <br />FRAMING 1/2" TO ALLOW FOR <br />SHEATHING <br />1 KNEE WALL ABOVE MASONRY - ENTRY <br />3/4 — 11-011 <br />DOUBLE <br />TOP <br />PLATE <br />(3)-8d COM. <br />10d CORARMN <br />AT 12" <br />(4)-10d <br />COMM, <br />STUDS <br />AT 16" <br />-{2)-16d <br />COM. <br />4- <br />CI <br />16d COM. <br />AT 12" OC <br />(2)-8d COM. <br />PT BOTT. <br />PLATE <br />DOUBLE END STUD <br />(4)-16d <br />COMMON <br />(2)-16d <br />COMMON <br />(3)-10d <br />COMMON <br />EA. SIDE <br />OF JOINT <br />TOP PLATE FASTENERS <br />DOUBLE TOP <br />PLATE <br />12d COM. AT <br />12" OC <br />DOUBLE (3)-8d COM. —(6)-16d COM. <br />STUD <br />BOTT. <br />ATE <br />-8d COM. <br />16d COM. AT 12" <br />41 O.C. EA. STUD <br />(2) 2X12 W/ 1/2" <br />PLYWD. SPACER <br />12d COM. <br />AT 8" O.C. <br />USE SIMPSON HEADER <br />HANGERS HH4 OR USP HH44 <br />EXT./BEARING WALL HEADER <br />IDUIT 1-1/2" <br />3REATER <br />STUD SHOE <br />IPSON SS3 <br />DN SS1 <br />(2) SIMPSON HHETA20 OR <br />USP HTA20 AT MASONRY OR <br />(2) SIMSPON MTS20 OR USP <br />MTW20 AT FRAME U.N.O. <br />K3 HIP FRAMING <br />N.T.S. <br />0 <br />z <br />w <br />(L_ <br />END JACK <br />11'-0" MAX <br />ti%4 <br />Ala <br />CORNER JACK <br />Y <br />� <br />w <br />U <br />of <br />C7 <br />w <br />z <br />a_ <br />Of <br />0 <br />= <br />U <br />20'-0" MAX <br />"X" BRACE SEE DETAIL <br />ON THIS SHEET —� <br />SIMPSON HETA20 OR USP HTA20 AT <br />MASONRY <br />SIMPSON H10 OR USP RT16 AT FRAME <br />WALLS(TYP) <br />20'-0" MAX <br />CONTINUOUS BOTT CORD <br />BRACING 1"X4" MIN. —� <br />d <br />w <br />0 <br />0 <br />0 <br />0 <br />C'1 <br />w <br />--- <br />ZL <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MAY BE REQUIRED. <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />TOP & BOTTOM CORD <br />GABLE END BRACING AT <br />4'-0" O.C. MAX FOR <br />FIRST (4) ROWS OF TRUSSES <br />4 MINIMUM PERMANENT TRUSS BRACING PLAN <br />N.T.S. <br />BEARING WALL HEADER CHART <br />BEAM <br />TRUSS SPAN - SHINGLE ROOF <br />SPAN <br />24 <br />28 <br />32 <br />36 <br />40 <br />44 <br />48 <br />6 <br />2X8 <br />2X8 <br />2X8 <br />2X8 <br />2X8 <br />2X10 <br />2X10 <br />7 <br />2X8 <br />2X8 <br />2X10 <br />2X10 <br />2X10 <br />2X10 <br />2X10 <br />8 <br />2X8 <br />2X10 <br />2X10 <br />2X10 <br />2X12 <br />2X12 <br />2X12 <br />9 <br />2X10 <br />2X10 <br />2X12 <br />2X12 <br />2X12 <br />2X12 <br />- <br />10 <br />2X10 <br />2X12 <br />2X12 <br />2X12 <br />- <br />- <br />- <br />11 <br />2X12 <br />2X12 <br />- <br />- <br />- <br />- <br />- <br />12 <br />2X12 <br />2X12 <br />- <br />- <br />- <br />- <br />- <br />BEARING WALL HEADER CHART <br />BEAM <br />TRUSS SPAN - TILE ROOF <br />SPAN <br />24 <br />28 <br />32 <br />36 <br />40 <br />44 <br />48 <br />6 <br />2X8 <br />2X8 <br />2X8 <br />2X8 <br />2X10 <br />2X10 <br />2X10 <br />7 <br />2X10 <br />2X10 <br />2X10 <br />2X12 <br />2X12 <br />2X12 <br />2X12 <br />8 <br />2X10 <br />2X12 <br />2X12 <br />2X12 <br />2X12 <br />- <br />- <br />9 <br />2X12 <br />2X12 <br />2X12 <br />- <br />- <br />- <br />- <br />10 <br />2X12 <br />2X12 <br />- <br />- <br />- <br />- <br />- <br />ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE. <br />SECTION SIZE SHALL BE DETERMINED ACCORDING <br />TO 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" ........... 2X10 <br />15'-0" TO 18'-0" ........... 2X12 <br />1/2" 4 PLY CDX PLYWOOD <br />W/ GALV. CLIPS <br />HATCHING INDICATES <br />FRAMING AND <br />SHEATHING TO BE o <br />BUILT ON TOP OF <br />6 CONVENTIONAL FRAMING DETAIL <br />N.T.S. <br />BRACING 1"X4" MIN. <br />SECURE RAFTERS TO CLEAT USING SIMPSON MSTA24 <br />TENSION STRAPS. SEE MANUFACTURERS <br />SPECIFICATIONS FOR FASTENER QUANITY. <br />CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2X10. <br />IT SHALL BE FASTENED W/ SIMPSON MSTA24 <br />TENSION STRAPS AT EACH TRUSS USING (18) 10d <br />NAILS. INSTALL THE STRAP BY CUTTING A HOLE INTO <br />THE SHEATHING AT EACH SIDE OF TRUSS AND <br />THREADING THE U-SHAPED STRAP FROM BOTTOM <br />OF TRUSS TOP CHORD TO TOP OF CLEAT. <br />RIDGE BEAM SHALL BE #2 <br />SOUTHERN YELLOW PINE. SECTION <br />SIZE SHALL BE 2" (NOMINAL) LARGER <br />THAN RAFTERS W/ A MAXIMUM <br />RIDGE SIZE OF 2X12 FOR 2X12 <br />RAFTERS. <br />SECURE RAFTERS TO RIDGE BEAM WITH <br />SIMPSON LSU AT EACH RAFTER. SEE <br />MANUFACTURERS SPECIFICATIONS FOR <br />FASTENER QUANITY. <br />2X4 COLLAR TIE MID -HEIGHT <br />AT RAFTERS. PROVIDE (5) 12d <br />NAILS EA END <br />NOTES: <br />RAFTERS SHALL BE #2 SOUTHERN <br />OALL <br />YELLOW PINE. SECTION SIZE SHALL BE <br />DETERMINED ACCORDING TO THE LENGTH <br />OF SPAN AS FOLLOWS: <br />UP TO 8'-0" ........... 2X6 <br />8'-0" TO 12'-0" ........... 2X8 <br />12'-0" TO 15'-0" ........... 2X10 <br />15'-0" TO 18'-0" ........... 2X12 <br />BEAM SHALL BE #2 SOUTHERN YELLOW <br />ORIDGE <br />2 <br />PINE. SECTION SIZE SHALL BE 2" (NOMINAL) <br />LARGER THAN RAFTERS W/ A MAXIMUM RIDGE <br />SIZE OF 2X12 FOR 2X12 RAFTERS. <br />OCLEAT SHALL BE A #2 SOUTHERN YELLOW PINE <br />3 2X10. IT SHALL BE FASTENED AS SHOWN W/ <br />SIMPSON MSTA24 TENSION STRAPS AT EACH <br />TRUSS USING (18) 10d NAILS. INSTALL THE STRAP <br />- SECURE RIDGE BEAM BY CUTTING A HOLE INTO THE SHEATHING AT EACH <br />TO GIRDER W/ USP SIDE OF TRUSS AND THREADING THE U-SHAPED <br />UH26 JOIST SEAT W/ (8) STRAP FROM BOTTOM OF TRUSS TOP CHORD TO <br />16d NAILS TO GIRDER & TOP OF CLEAT. <br />(3) 16d NAILS TO RIDGE <br />BEAM <br />2X4 COLLAR TIE SECURE RAFTERS TO CLEAT USING SIMP <br />MID -HEIGHT AT <br />4 <br />SON <br />MSTA24 TENSION STRAPS. SEE <br />RAFTERS. PROVIDE (5) <br />MANUFACTURERS SPECIFICATIONS FOR <br />12d NAILS EA END <br />FASTENER QUANITY. <br />- CONTINUE SHEATHING <br />BELOW CONVENTIONAL <br />SECURE RAFTERS TO RIDGE BEAM USING <br />FRMG AT ATTACHED <br />5 <br />SIMPSON LSU HANGER SLOPING JOIST SEAT. <br />STRUCTURES WHICH ARE <br />SEE MANUFACTURERS SPECIFICATIONS FOR <br />ONLY PARTIALLY <br />FASTENER QUANITY. <br />ENCLOSED SUCH AS <br />ENTRYWAYS AND PORCHES <br />INDICATES TRUSSES <br />16d PER JOINT — <br />00 <br />41MUM 2"X4" OSS OVERHANG <br />ACING (SEE PLAN INDICATES 4X8 <br />R LOCATIONS) USE 8d RING 4'-0" 4'-0" SHEATHING SHEETS <br />SHANK NAILS END ZONE END ZONE <br />® = 4" O.C. FIELD AND EDGE <br />= 4" O.C. EDGE 8" O.C. FIELD <br />~Cl <br />zu <br />Q0N <br />w <br />o <br />N <br />z0= <br />F- <br />co <br />`r' <br />w <br />w00 <br />0 w Z <br />= <br />U)00 <br />cr. <br />�NJ <br />U <br />F- <br />LL <br />WLU <br />m 4-U) <br />J <br />w=Q <br />j <br />z <br />wow <br />Wwo <br />O <br />Is <br />> Z U) <br />— <br />o <br />93 <br />= Q � <br />w <br />=oo <br />LL <br />p <br />>W <br />w <br />>- z (9 <br />�m <br />(90) <br />0 <br />vomz <br />3:Z <br />m~Qg <br />la J <br />O'Zw-J <br />w� a <br />O <br />�w <br />�� <br />o <br />Q <br />=U-U-cco <br />coH <br />C <br />C <br />U- <br />"0 <br />c <br />cu <br />r. <br />clq <br />'wt <br />E <br />M <br />U <br />CM <br />C- <br />^' <br />W <br />J <br />LL_ <br />0 <br />0— <br />N <br />cn <br />j, <br />0 <br />ti <br />Q <br />W <br />� <br />�--+ <br />O <br />W <br />N <br />N <br />a- <br />U <br />> <br />a <br />:3 <br />E <br />- <br />O <br />�a <br />E <br />�� <br />0 <br />._ <br />(o <br />U <br />N <br />Cn <br />00 <br />M <br />� <br />:3 <br />C <br />0 <br />0 <br />U <br />� <br />O <br />VJ <br />Al <br />^^cu <br />ISSUE DATE: 05/06/10 <br />JOB CAPTAIN: JMG <br />SCALE: AS NOTED <br />CHECKED BY: JMG/PF <br />PROJECT NUMBER: 0737 <br />STRUCTURAL <br />DETAILS 4 <br />WALL FRAME DETAILS BEARING WALL HEADER CHART CROSS BRACING NAILING DIAGRAM <br />2 N.T.S. L5 N.T.S. L� N.T.S. j8j N.T.S. <br />S4 <br />