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SP HGAM10 W/ (4) <br />4"x1-3/4" WEDGE <br />OLTS & (4) SDS 114 <br />1 1/2" SCREWS <br />I <br />SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2) 16d NAILS <br />2)16dOUTLNAILS <br />NAILING SCHEDULE FOR <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS <br />SHEATHING DETAIL <br />2"x4" ER <br />@ 24 O.C. <br />7 <br />NAILING SCHEDULE FOR USP RT16 OR EQUAL @ <br />TOP CHORD <br />SHEATHING DETAIL <br />EA. OUTLOOKER <br />2"x4" <br />BLOCKING FOR <br />OUTLOOKER <br />FIRST FOUR <br />@ 24" O.C. <br />ROWS OF <br />45° t <br />24" MAX. <br />TOP CORD BLOCKING <br />45°t <br />2X4 CONT'L" BRACE <br />TRUSSES @ <br />USP RT16 OR <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d <br />EDGES OF 2x4 CRO8 <br />BRACE <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />W@ 24" O/C. CMID <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />TYPICAL @ RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. <br />2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />48" O.C. EACH JOINT W/ (3) 10d <br />AT LEAST 90% OF WEB <br />@ 8'-0" O/C. <br />EXTEND @ LEAST 90% OF <br />MAX. & (2)10d TOE NAILS @ <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH @ <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />SILL <br />1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />USP RT3A WITH 8-8d <br />' <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />•• <br />FROM LEDGER TP <br />— -J <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR <br />10dX3" @ 3" O/C <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16-d TOENAILSATTACHED <br />7 <br />(4) ROWS OF TRUSSES FROM EA. END TYPA4' <br />7/16" OSB SHEATHING <br />W/ 10d NAILS <br />INTO 2" 6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD@ <br />6" O.C. EDGES AND 12" <br />2x4 "TON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS)O.C. <br />FIELD <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILLNOTCH <br />"L" BRACE HERE <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C.WEEP <br />SCREED <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL.INSTALLED <br />PER MANUF. <br />PLATE SPLICES W/ 3/16"x2" PLATE WASHER <br />USP HTA20 EA TRUSS <br />ALTERNATE USP LSTA18 STRAIGHT STRAP <br />MOISTURE BARRIER <br />@ O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />VERT. WEB (24" O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" <br />NOTE: IF EMBEDDED TAPCONS. <br />STRAP MISSED VERTICAL SECTION SECTION <br />2 <br />WEB; USE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. SS SCALE: N.T.S. S5 <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />`� <br />SEE STRUCTURAL— <br />X-BRACING, AND TOP <br />r x <br />NOTES AND NAILING <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />INFORMATION <br />`° O0 to <br />SHEATHING DETAIL <br />1 1 1/ <br />2"x4" CROSS BRACE <br />WOOD TRUSSES <br />;° �, <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING <br />" <br />EACH JOINT W/ (2) <br />AT 24' O.C. ON TOP OF <br />10d & (2) 10d TOE <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />TRUSS SPANS <br />`L.J1� <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING <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 />FI 48" (4) FOR THE <br />FIRST ROWS OF <br />2X4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />O/C W/ 2 -16d <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207, L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <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 />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 />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) <br />EXT. WALL CONN, @3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />COMMON <br />MILS. (ONE INTO EACH OFNON - LOAD BEARING LOCATIONrDBUCSAME NUMBER OF ROWS, SAME OUTSIDE <br />PACNG) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'4' SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. S5 <br />2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT <br />IINIMUM 2x <br />;ROSS BRACING <br />3EE PLAN FOR 4= <br />OCATIONS) 10dx3" O/C <br />TOENAIL-)6" O/C <br />W/ (2)16d TYPICAL <br />(2)16d PER NAILS <br />JOINT <br />9"Y& MIN RFF M/R6 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. S5 <br />RU <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />1 GABLE TRUSS <br />S5 <br />1" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />6.9 MAX. <br />S5 <br />S5 <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />BACKNAIL W/ (2)16d NAILS <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />ELEVATIONS) <br />SEE STRUCTURAL — <br />TOP CORD BLOCKING <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />FOR FIRST FOUR ROWS <br />4" MAX. EA. OUTLOOKER <br />SCHEDULE FOR <br />OF TRUSSES @ EDGES <br />SHEATHING DETAIL <br />OF SHEATHING TYPICALX <br />DOUBLE TOP PLATE <br />' <br />2x4 CROSS BRACE APPROX. <br />2"x4"CROSS BRACE <br />USP <br />8" FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />0 <br />RIDGE FASTENED AT <br />SPT4 @ EA. <br />EACH JOINT W/ (2)10d & (2) <br />EACH JOINT W/ (2) <br />STUD <br />10d TOE NAILS @ EA. END <br />10d & (2)10d TOE <br />2X6 FRAMED WALL - SEE <br />NAILS @ EA. END <br />WALL SECTION FOR SPACING <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2)16-d TOENAILS <br />O.C. FOR THE FIRST (4) ROWS <br />OF TRUSSES FROM EA, END 2x4 "T" ON TOP OF PANEL <br />TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH <br />W/ (2)16-d TOENAILS 10dx3" @ 4" O/C <br />2x4 LEDGER (MATCH BOTTOM <br />CHORD SLOPE OF ADJACENT <br />TRUSS) <br />SECTION 3 <br />SCALE: N.T.S. S5 <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS @ 24 O/C <br />TOP CORD <br />BLOCKING FOR <br />USP RT16 OR <br />FIRST FOUR ROWS <br />EQUAL @ EA. <br />OF TRUSSES @ <br />OUTLOOKER <br />24" MAX. EDGES OF <br />SHEATHING TYP. <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />1/2" CDX PLYWOOD OR 7/16" <br />(2) 16d NAILS OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />E ES AND 12" O.C. FIELD <br />JACK TRUSS <br />/ SEE PLAN FOR <br />2x4 "T" ON TOP OF PANEL-j <br />BLOCKING, FASTEN WITH 2x4 BLOCKING W/ <br />10dx3" @ 4" O/C (2)12d TOENAILS <br />SECTION g <br />SCALE: N.T.S. S'CJ <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 />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />GABLE END BRACING DETAIL SCALE:3/4"=T-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <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 />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS @ 24 0/C <br />'F <br />TOP CORD <br />BLOCKING FOR <br />USP RT16 OR FIRST FOUR ROWS <br />EQUAL @ EA. OF TRUSSES @ <br />OUTLOOKER 24" MAX. EDGES OF <br />SHEATHING TYP. <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED W/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />(2)16d NAILS <br />2x4'7" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />SP HGA10 @ 36" <br />O.C. <br />DBL. TOP STUD WALL <br />PLATE (SEE TYP SEC ) <br />2x4 BLOCKING 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�dy <br />TYPICAL <br />GABLE TRUSS WEB J <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C GABLE TRUSS <br />TRUSS VERTICAL <br />USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE -� <br />FASTENED WITH (3) <br />SECTION 4 16d PER SIDE <br />SCALE: N.T.S. SS SCISSOR GABLE "T" BRACE 7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <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 />RCHITECTURAL 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 />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />(1) 2"x4" (U.N.O.) <br />"L" BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0-0" - 3'-0" <br />3'-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) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />@ EACH STUD <br />HIP FRAMING REFERENCE PLAN <br />0 <br />z <br />w <br />a <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />LIN <br />ILI <br />1�ilo <br />is <br />1113 <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 />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 />U� <br />z o <br />O <br />z� <br />Q <br />J <br />i1 <br />4--J 4w <br />0 LL' <br />Of <br />�v' <br />o <br />O CO <br />(0 U <br />CO <br />M <br />w <br />U <br />C W M <br />co <br />O O N <br />= ai <br />UW <br />w u. 00 <br />Sao <br />L v <br />NC-B-D-C <br />r, <br />43 or- N <br />— r <br />... <br />0 <br />cl <br />®CO <br />CLL� <br />��� <br />+ <br />`aEL0 <br />tp� <br />r <br />LL <br />(� <br />$ p L q �t <br />W w 0bP ffln �• <br />Q <br />V m <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />Z NO <br />0 (v I� <br />i>- Ln <br />M <br />Q 0 <br />a � >_ <br />R LL Ll� <br />�. <br />CLro <br />ce U Q00 <br />a <br />E� <br />� <br />� <br />Z CD <br />J � <br />W <br />d' <br />oZ <br />o <br />0 <br />I6 <br />za <br />fa <br />}F <br />a. <br />O Z 8 U <br />W <br />�oWz <br />' <br />022 <br />S <br />W N <br />FWo <br />om, <br />zZ <br />CJ <br />Q z <br />�W <br />5 <br />0 <br />cn 3 <br />fu <br />j0) <br />W <br />Fo <br />� <br />; <br />Q <br />o <br />0 <br />UU <br />to <br />0 <br />Z <br />;� Uj <br />x <br />o� <br />OR, <br />Cc <br />*k <br />a <br />Q <br />H W a <br />�=Zo <br />Z <br />N <br />J <br />LU <br />LU <br />oZo <br />h <br />01 <br />X <br />Q <br />Q <br />Z~� <br />M z <br />Z <br />',L' <br />W <br />CY <br />J 2 <br />LLI <br />I..I. <br />V / <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />O <br />SHEET NO. <br />S5 <br />