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SEE STRUCTURAL <br />SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2)16d <br />NAILS <br />NOTES AND NAILING BACKNAIL <br />W/ (2)16d NAILS <br />NAILING SCHEDULE FOR <br />SEE STRUCTURAL NOTES AND W/ (2)16d NAILS <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <br />@ 24 O.C. <br />7USP <br />7CKNAIL <br />NAILING SCHEDULE FOR RT16 OR EQUAL @ <br />SHEATHING DETAIL <br />2x4 OUTLOOKER 24" <br />TOP CHORD <br />SHEATHING DETAIL EA. OUTLOOKER <br />2"x4° <br />O.C. (OPTIONAL -SEE <br />2x4 OUTLOOKER <br />BLOCKING FOR %• <br />OUTLOOKER <br />ELEVATIONS) <br />BACKNAIL W/ 2 <br />() <br />@ 24 O/C <br />FIRST FOUR <br />@ 24" O.C. <br />SEE STRUCTURAL <br />16d NAILS <br />ROWS OF <br />45° f <br />24" MAX. <br />TOP CORD BLOCKING 45°± <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />TOP CORD <br />TRUSSES <br />USP RT16 OR <br />FOR FIRST FOUR <br />FASTENED W/ (2) 10d <br />FOR FIRST FOUR ROWS <br />4" MAX. EA. OUTLOOKER <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />USP RT16 OR <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />EDGES OF 2x4 CROSS BRACE <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />3"@ 24" 0/C. CMID <br />OF TRUSSES EDGES <br />@ <br />EQUAL @ <br />EQUAL <br />OF TRUSSES @ <br />SS <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />"L" <br />OF SHEATHING TYPICAL <br />% <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />OUTLOOKER24" <br />MAX. EDGES OF <br />TYPICAL @ RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 BRACE TO <br />2x4 CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />48" O.C. EACH JOINT W/ (3) 10d <br />MAX. & (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />@ g�_0•� O/C. <br />2x4 CROSS BRACE <br />EXTEND @LEAST 90% OF <br />WEB LENGTH & NOTCH @ <br />USP <br />SPT4 @ EA. <br />8" FROM RIDGE FASTENED AT <br />EACH JOINT W/ (2)10d & (2) <br />RIDGE FASTENED AT <br />KE <br />II �� <br />L BRACE TO EXTEND <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />STUD <br />10d TOE NAILS @ EA. END <br />EACH JOINT W/ 2 <br />() <br />10d & (2) 10d TOE <br />° <br />AT LEAST 90 /o OF WEB <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />2X6 FRAMED WALL - SEE <br />NAILS @ EA. END <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />• SILL <br />1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />USP RT3A WITH 8-8d <br />WALL SECTION FOR SPACING <br />1/2" CDX PLYWOOD OR <br />1/16" <br />' <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TP <br />2x4 PANEL BLOCKING <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <br />: <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />OSB SHEATHING <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />ATTACHED W/ 10d NAILS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING 48" O.C. FOR THE FIRST <br />@ <br />11 <br />1/2 CDX PLYWOOD OR <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. • <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />• <br />10dX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM7 <br />7/16" OSB SHEATHING <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />(2) 16d NAILS <br />1 <br />THROUGH CHORD <br />CORD ATTACHED W/ (2) 16-d TOENAILS <br />ATTACHED W/ 10d NAILS <br />(2) 16d NAILS <br />BOTTOM ATTACHEDx <br />W/ (2)16-d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER MATCH BOTTOM CHORD <br />( <br />@ 6" O.C. EDGES AND 12" <br />2x4 PANEL BLOCKING 48" <br />@ <br />2x4 BLOCKING <br />BLOCKING FASTEN WITH <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FIELD <br />O.C. FOR THE FIRST (4) ROWS <br />10dx3 @ 4 O/C <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />OF TRUSSES FROM EA. END <br />2x4 "T" ON TOP OF PANEL <br />@ 48" O.C. <br />5/8" x 10" "J" BOLT @° 48" O.C. <br />TYP. TOP & BOTTOM ATTACHED <br />BLOCKING, FASTEN WITH <br />USP HGA10 @ 36" <br />MOISTURE BARRIER <br />WEEP SCREED <br />W/ (2) 16-d TOENAILS <br />10dx3" @ 4" O/C <br />O.C. <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. <br />INSTALLED PER MANUF. <br />DBL. TOP <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />USP HTA20 (2EA. TRUSS <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" <br />MOISTURE BARRIER <br />2x4 LEDGER (MATCH BOTTOM <br />CHORD SLOPE OF ADJACENT <br />PLATE <br />STUD WALL <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />(SEE TYP. SEC.) <br />VERT. WEB (24" 0/C MAX.) <br />W/7.10dx1 1/2" AND TO MASONRY W/ 3 3/16"x 21/4" <br />() <br />TRUSS <br />USP SPT24 @ EACH STUD <br />NOTE: IF EMBEDDED <br />STRAP MISSED VERTICAL SECTION <br />1 <br />TAPCONS. SECTIONLL <br />SECTION 3 <br />SECTION <br />4::)i <br />WEB; USE <br />E U WEB; S <br />ON OUTSIDE SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. S5 <br />SCALE: N.T.S. <br />S5 <br />REFER TO SECTION <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />1A ON SHEET S5.1 <br />N <br />'- <br />CV <br />T <br />SEE STRUCTURAL <br />f 16d NAILS <br />@ 24 O/C <br />L <br />FOR X-BRACING, AND <br />' <br />NOTES AND NAILING <br />TOP CORD <br />TOP CHORD <br />N <br />_ <br />SCHEDULE FOR <br />BLOCKING FOR <br />USP HGAM10 W/ (4) <br />BLOCKING <br />C° <br />10 <br />00 <br />SHEATHING DETAIL <br />USP RT16 OR <br />FIRST FOUR ROWS <br />1/4"x1-3/4" WEDGE <br />INFORMATION <br />. <br />EQUAL @ EA. <br />OF TRUSSES @ <br />BOLTS & (4) SDS 1/4" <br />1%1 <br />' <br />1/ .. <br />2"x4" CROSS BRACE <br />OUTLOOKER <br />24" MAX. EDGES OF <br />x 1 1/2" SCREWS <br />WOOD TRUSSES <br />60 <br />00 <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2x4 RAT RUN BRACING <br />1 <br />1 2 <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF <br />t2' <br />10d & (2)10d TOE <br />LENGTH (SEE TABLE) <br />-- <br />-- <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />GABLE TRUSS <br />TRUSS SPANS <br />ATTACHED N 2 -16d <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />@ 48" O/C FOR THE <br />(2) 16d NAILS <br />OSB SHEATHING ATTACHED <br />W/ 1 Od NAILS @ 6" O.C. <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />FIRST (4) ROWS OF <br />TRUSSES FROM EA. <br />EDGES <br />AND 12" O.C. FIELD <br />0/C W/ 2 - 16d <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL <br />END TYP. TOP & <br />JACK TRUSS <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL <br />W/ (2)16-d TOENAILS; <br />CONNECTION <br />MASONRY WALL <br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH <br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL <br />2x4 "T" ON TOP OF PANEL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) <br />BLOCKING, FASTEN WITH <br />2x4 BLOCKING W/ <br />10dx3" @ 4" 0/C <br />(2)12d TOENAILS <br />EXT. WALL CONN. <br />@ <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />j 1 <br />NON - LOAD BEARING <br />LOCATION <br />D <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />SCALE: 3/4" = V-0" S5 <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />SECTION <br />9 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2) 10d PER JOINT <br />1INIMUM 2x <br />'ROSS BRACING PRE-ENGINEERED <br />SEE PLAN FOR WOOD TRUSSES <br />OCATIONS) J10dx3" O/C @ 2"x4" <br />TOENAIL 6" O/C RUNNERS <br />W/ (2)16d TYPICAL <br />(2)16d PER NAILS <br />JOINT <br />i- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL K]� <br />SCALE: N.T.S. <br />VVIY 1 . ut-' IAII`1 <br />GABLE END BRACING DETAIL <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />6" OVERLAP <br />M <br />S5 <br />'V BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />GABLE END BRACING DETAIL SCALE:3/4"=1'-a' <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATI( <br />8d @ 6"O/C <br />WOOD TRUSSES <br />USP HGAM10 W/(4)-3/16"x1-3/4" <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />1/2" SCREWS <br />2 x 4 BLOCKING W/(2) 10d <br />TOE NAILS @ EACH END @ <br />24" O/C (TYP) <br />\-BRACING W/(3) 10d x 3" @ <br />• EACH CONN. @ 24" O/C <br />MOISTURE BARRIER <br />BOND BEAM <br />MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. @ NON -LOAD <br />BEARING LOCATION (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S <br />1" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />(1) 2"x4" (U.N.0.) <br />"L" BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-0" <br />T-0" - 6'-0" <br />6-0" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />NOTE: <br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) I'L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />@ EACH STUD <br />HIP FRAMING REFERENCE PLAN <br />E <br />S5 <br />0 <br />z <br />w <br />a <br />x <br />2x4 BLOCKING —`- <br />LOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />10d NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" O.C. <br />TYPICAL <br />GABLE TRUSS WEB -` <br />SINGLE "L" BRACING DETAILS 6 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/C GABLE TRUSS <br />TRUSS VERTICAL <br />2) 2"x8" "L" BRACE ­1FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE 7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN, <br />d <br />d <br />o <br />o <br />0 <br />v <br />z o <br />w <br />o <br />' <br />T <br />m o <br />o <br />' <br />o <br />0 <br />w <br />w <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY 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 />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />AS PER BCSI 1-03 <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <br />/TOP & BOTTOM CHORD <br />GABLE END BRACING @ <br />4'-0" O.C. MAX. FOR <br />FIRST (4) ROWS OF TRUSSES <br />SCALE: N.T.S. <br />2X4 BRACING @ 48" O.C. CONTINUOUS <br />TO FIXED LOCATION ATTACHED W/ <br />2-10d @ EA. TRUSS (NOTE: BRACING <br />MAY BE PLACED ON EITHER TOP OR <br />BOTTOM OF THE BOTTOM CORD) <br />COSMETIC DROP CEILING FRAMING <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />WOOD FRAMED GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. <br />FOR WIND SPEED SPECIFICATION <br />0 <br />0) <br />FAIt <br />A <br />V C <br />(D <br />(aM <br />I— N <br />4J <br />4-1 <br />M O <br />00 <br />0 <br />V (J) <br />N 00 <br />N N . . <br />0 y <br />N <br />oMo 0 <br />m :�, U <br />0)C� m <br />.�C N <br />Co <br />r0 <br />L- M <br />0 O <br />N <br />:50-o°' <br />0 0- 0 <br />ONU <br />000 <br />v?Qi; <br />rn � <br />0 <br />A <br />N C B D C <br />'" <br />e <br />G <br />P <br />B <br />D. <br />�11t111//f/ <br />A. <br />.�? <br />Z <br />b6L <br />LAC <br />CD <br />SA w <br />O M V O.sr <br />i LL�/ <br />V ht R f I <br />Q p <br />•.lt� <br />5. •eee <br />W ®�Z <br />�,/'`/6(VAL E <br />,�,`� <br />` <br />tttt t`` <br />` <br />To the best of the engineer's knowledge and <br />understanding, the structural plans and <br />specifications comply with the 2007 Florida <br />Building Code, Residential with 2009 revisions <br />signed and sealed for the structural portion of this <br />drawing. <br />O <br />� M <br />N <br />M <br />Z;NcLi <br />Ln <br />CD <br />� <br />M O <br />Q �L <br />'L N <br />d- <br />>LL� <br />�N <br />N <br />L `J <br />z <br />LUJ <br />�Ofo <br />Ln v <br />Ln V <br />Ln <br />Z <br />W <br />� <br />0 <br />LL 0 <br />J <br />W <br />u,mZz>R <br />-x Ld xN00 <br />pz>- <br />zaV <br />zQQVx< <br />T--I <br />w~z <br />Q <br />1 <br />z 0 k a w <br />� U LLI � J <br />O <br />+� <br />O 4 o Ce 0 <br />Uf- <br />,-� <br />apzO <br />W <br />O <br />W <br />�J <br />T--I <br />2: <br />r-4 <br />0 <br />l0 <br />Ln <br />LL <br />LLJOQ <br />0 <br />a z U 0 <br />a <br />Lu Ifn <br />�F-�nmo <br />OOWooH <br />zaSzz <br />z <br />Lu;�zOo <br />4 <br />o0LU�J <br />O2>Qa'Da <br />LU <br />Z <br />LL <br />WWOu_zQ <br />p <br />??QOOo <br />T--1CY <br />CY pg�0 <br />cn X z <br />oC <br />T--I <br />1 <br />Y w <br />O <br />u <br />> <br />V) <br />Z <br />H <br />O <br />SCALE <br />AS NOTED <br />PLOT DATE: 09 / 10 / 2011 <br />VERSION NO. <br />1001 <br />JOB NO: 11-1260-1263 <br />SHEET NO. <br />S5 <br />I <br />-- F-F- .�"r,_111, I _ ,,, <br />