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USP HGAM10 W/ (4)- <br />1/4"x1-3/4" WEDGE <br />BOLTS & (4) SDS 1/4" <br />x 1 1/2" SCREWS <br />SEE STRUCTURAL NOTES AND <br />2)16dOUTLNAILS <br />TOENAIL W/ (2) 16d NAILS <br />NAILING SCHEDULE FOR <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS <br />SHEATHING DETAIL <br />2"x4" <br />7 <br />NAILING SCHEDULE FOR USP RT16 OR EQUAL @ <br />TOP CHORD <br />@ 24" O.C. <br />SHEATHING DETAIL EA. OUTLOOKER <br />2"x4'i <br />BLOCKING FOR <br />OUTLOOKER <br />FIRST FOUR <br />ROWS OF <br />45° ± <br />24" MAX. <br />TOP CORD BLOCKING <br />45°± <br />2X4 CONT"L" BRACE <br />TRUSSES @ <br />USP RT16 OR <br />FOR FIRST FOUR <br />FASTENED W/ (2) 10d <br />EDGES OF 2x4 CRO <br />BRACE <br />EQUAL @ EA. <br />ROWS OF TRUSSES <br />3"@ 24" O/C. CMID <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />2x8 SYP#2 "L" BRACE TO <br />TYPICAL @ RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. <br />2X4 KICKER <br />,- „ <br />EXTEND @ LEAST 90% OF <br />48" O.C. EACH JOINT W/ (3) 10d <br />MAX. & (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />@ 8 0 O/C <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 />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TP <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 />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7/16" OSB SHEATHING <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16-d TOENAILS <br />ATTACHED W/ 10d NAILS <br />INTO 2"4" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />@ 6" O.C. EDGES AND 12" <br />2X4 "T" ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FIELD <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />@ 48" O.C. <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <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 />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />USP HTA20 @ EA. TRUSS <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" <br />MOISTURE BARRIER <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />VERT. WEB (24" O/C MAX.) <br />Wn-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" <br />NOTE: IF EMBEDDED <br />TAPCONS. SECTIONLL <br />STRAP MISSED VERTICAL <br />SECTION <br />1 <br />WEB; USE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. <br />SS <br />SCALE: N.T.S. <br />S5 <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP M % <br />CHORD BLOCKING00 to <br />N <br />INFORMATION <br />11 1/ <br />WOOD TRUSSES zo - <br />00 00 <br />2X4 RAT RUN BRACING <br />AT 24" O.C. ON TOP OF <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />ATTACHED W! 2 -16d <br />AT EA. TRUSS JOINT (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 />2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />O/C W/ 2 -16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />TOENAILS @ EA. END NOTES: <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 />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH 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 />NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION, <br />SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS l <br />2"x4" OUTLOOKER @ 24- <br />O.C. W/ (2)10d PER JOINT <br />1INIMUM 2x <br />'ROSS BRACING <br />3EE PLAN FOR <br />10dx3" O/C <br />OCATIONS @ <br />TOENAIL 6" O/C RUNN <br />W/ (2)16d TYPICAL <br />(2)16d PER NAILS <br />JOINT <br />_, ,, ..,, _ 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <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 />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />S5 <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2) <br />10d & (2)10d TOE <br />NAILS @ EA. END <br />2x4 PANEL BLOCKING <br />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />TRUSSES FROM EA. <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />W/ (2)16-d TOENAILS <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />SEE <br />STRUCTURAL <br />NOTES <br />AND NAILING BACKNAIL W/ (2)16d NAILS <br />SCHEDULE <br />FOR <br />SHEATHING <br />DETAIL 2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />ELEVATIONS) <br />F <br />SEE STRUCTURAL — <br />TOP CORD BLOCKINGI'll <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER <br />SCHEDULE FOR <br />OF TRUSSES @ EDGES <br />SHEATHING DETAIL <br />• OF SHEATHING TYPICAL DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />2x4 CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />• USP 8" FROM RIDGE FASTENED AT <br />• <br />RIDGE FASTENED AT <br />SPT4 @ EA. EACH JOINT W/ (2)10d & (2) <br />EACH JOINT W/ (2) <br />• STUD 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 />DQ <br />END TYP. TOP & <br />(2) 16d NAILS <br />BOTTOM ATTACHED <br />2x4 PANEL BLOCKING @ 48" 2X4 BLOCKING <br />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(�L <br />SCALE: N.T.S. S5 <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />8d @ 6"O/C <br />16d NAILS @ 24 O/C <br />WOOD TRUSSES <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 />112" 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 />USP HGAM10 W/(4)-3/16"x1-3/4" <br />JACK TRUSS <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />SEE PLAN FOR <br />1/2" SCREWS <br />CONNECTION <br />2x4'7 ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />SECTION g <br />SCALE: N.T.S. S5 <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 />BRACE W/ 10d @ 4" 0/C <br />SEE SCHEDULE FOR SIZE <br />4ND LOCATION) <br />GABLE END BRACING DETAIL SCALE: 3/4"=1'-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />2X4 BLOCKING W/ <br />(2)12d TOENAILS <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS <br />@ 24 0/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 <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 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />USP HGA10 @ 36" <br />O.C. <br />DBL, TOP <br />STUD WALL <br />PLATE <br />(SEE TYP. SEC.) <br />USP SPT24 @ EACH STUD <br />SECTION <br />4 <br />SCALE: N.T.S. <br />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 />ARCHITECTURAL FINISH <br />EXT. WALL CONN. @ NON - LOAD <br />BEARING LOCATION(UNEVEN CLG.) rE <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 <br />ADDITIONAL INFORMATION. <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 />010" - 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"W' 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" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />@ EACH STUD <br />END JACK <br />1 V-0" MAX. <br />y� <br />o <br />t7 <br />CORNERJACK <br />Y <br />a <br />, <br />w <br />Z <br />0 <br />U <br />HIP FRAMING REFERENCE PLAN <br />z <br />w <br />a <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 <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� <br />TYPICAL REA <br />GABLE TRUSS WEB <br />SINGLE 1" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" "L" BRACE J <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX <br />CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />W <br />----w <br />_ <br />w <br />0 <br />a <br />0 <br />Nr <br />w o <br />o <br />C7 , <br />o <br />' <br />0 <br />-v <br />Ci <br />w <br />o <br />T <br />X <br />b <br />o <br />o <br />o <br />11 <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 />5 <br />LTOP & 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 />W/ DROP CEILING BRACING DETAIL <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 />CD r <br />Z C4 <br />a] <br />Q <br />IDz <br />a_ <br />Q) <n <br />a- J w <br />•U — <br />0 w <br />•m <br />~ <br />0 <br />vde <br />0 <br />F - <br />U <br />a� Co ►` <br />w <br />'-8 <br />C c a M <br />ooN <br />�0 <br />U � <br />Y <br />rn <br />Ln O V' <br />Q rn <br />Q o <br />1 <br />NC-B D-C <br />'Wo,� <br />%� <br />CD �o <br />y'Y <br />lieD <br />4f d <br />f�Z <br />r=� Ze..l. <br />liJ <br />mmu_ <br />ry <br />} C 0:..` <br />�r `6 a F0� <br />LLZ <br /><�, .9 E <br />W '�1 <br />g11 11t1W, <br />0 <br />❑❑ <br />To the best of the Engineer's knowledge, informatwn, 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 />I <br />O <br />CD <br />Z N <br />O � N <br />> O <br />z <br />M <br />-a Ln <br />a .L d- <br />ON <br />U_ <br />Q Ln <br />a S <br />,CO <br />j Q CO� <br />Q E <br />Z M <br />WJ <br />110 <br />d- <br />0 <br />W�o <br />wZI—`na <br />uiCD z <br />o�LL,0o <br />i<UzQ <br />FZ— <br />zgEZF'Z <br />W Y J <br />N <br />LO <br />a~KKOO=f3Wo <br />OSN <br />0.0zO <br />Uj <br />O <br />N <br />Ln <br />Ln <br />�— <br />Uj ce <br />z <br />00 <br />J <br />�oz <br />0 <br />z <br />11O <br />Woo=o <br />ai <br />U <br />N <br />~~J8� <br />_ <br />225 6cL <br />rO <br />< -<e <br />� <br />2 � X L Z <br />w <br />O <br />0 <br />O <br />� a ky <br />a <br />a ~ <br />1.1�. <br />U. <br />LL <br />Z <br />.. <br />� <br />� <br />z <br />za <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />5oll <br />JOB NO: 17-4139 <br />SHEET NO. <br />S5 <br />