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USP HGAM10 W/ (4)- <br />1/4"xl-3/4" WEDGE <br />BOLTS & (4) SDS 1/4" <br />x 1 1/2" SCREWS <br />SEE STRUCTURAL <br />SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2)16d NAILS <br />NOTES AND NAILING BACKNAIL W/ (2)16d NAILS <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />NAILING SCHEDULE FOR <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS <br />SCHEDULE FOR <br />@ 48" O.C. 16d NAIL <br />SHEATHING DETAIL <br />2"x4 flOUTL00KER7 <br />@ 24 O.C. <br />NAILING SCHEDULE FOR USP RT16 OR EQUAL @ <br />SHEATHING DETAIL <br />2x4 OUTLOOKER 24" <br />@ <br />"L" BRACE <br />TOP CHORD <br />SHEATHING DETAIL EA. OUTLOOKER <br />2x4 <br />" " <br />0 C (OPTIONAL - SEE <br />2x4 OUTLOOKER <br />ATTACHED W/ <br />10d NAILS 4" <br />@ <br />BLOCKING FOR <br />OUTLOOKER <br />@ 24" O.C. <br />ELEVATIONS <br />)TYPICAL <br />SEE STRUCTURAL <br />BACKNAIL W/ (2) <br />16d NAILS @ <br />FIRST FOUR <br />ROWS OF <br />45° t 24" MAX. <br />TOP CORD BLOCKING 45°t <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 />" <br />4 MAX. EA. OUTLOOKER <br />SCHEDULE FOR <br />BLOCKING FOR <br />GABLE TRUSS WEB <br />EDGES OF 2x4 CRO BRACE <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />3"@ 24" 0/C. CMID <br />OF TRUSSES @EDGES <br />SHEATHING DETAIL <br />USP RT16 OR <br />FIRST FOUR ROWS <br />DOUBLE "L" BRACING DETAIL 5 <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />"L" <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />EQUAL @ EA. <br />OUTLOOKER <br />OF TRUSSES @ <br />24" MAX. EDGES OF <br />SCALE: N.T.S. S5 <br />TYPICAL @ RIDGE FASTENED AT <br />48" O.C. EACH JOINT W/ (3) 10d <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />@ 8 -0 O/C. <br />2x8 SYP#2 BRACE TO <br />EXTEND LEAST 90% OF <br />@ <br />USP <br />2x4 CROSS BRACE APPROX. <br />8 FROM RIDGE FASTENED AT <br />" <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />2x4 "T" BLOCKING <br />MAX. & (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH @ <br />SPT4 @ EA. <br />EACH JOINT W/ (2) 10d & (2) <br />RIDGE FASTENED AT <br />N <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 2 <br />() <br />10d & (2) 10d TOE <br />AT LEAST 90% OF WEB <br />2x4 BLOCKING @ <br />48" O.C. <br />2x6 P.T. GABLE TRUSS <br />SILL <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2) 10d <br />TABLE) <br />USP RT3A WITH 8-8d <br />2X6 FRAMED WALL - SEE <br />NAILS @ EA. END <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />"L" BRACE ATTACHED 16d NAIL <br />' <br />1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ ' <br />FROM LEDGER TP <br />WALL SECTION FOR SPACING <br />2x4 PANEL BLOCKING <br />1/2"CDX PLYWOOD OR <br />W/ 10d NAILS @ 4" O.C. <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />7/16" OSB SHEATHING <br />TYPICAL <br />NAILS 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 />" . <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS @ 6" O.C. EDGES <br />11 <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />GABLE TRUSS WEB <br />10dX3" @ 3" 0/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7/16" OSB SHEATHING <br />AND 12 O.C. FIELD <br />END TYP. TOP & <br />(2)1sd NAILS <br />�� �� <br />SINGLE L BRACING DETAIL s <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16-d TOENAILS <br />ATTACHED W/ 10d NAILS <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER MATCH BOTTOM CHORD <br />( <br />@ 6 O.C. EDGES AND 12 <br />" " <br />2x4 PANEL BLOCKING @ 48 " <br />2x4 BLOCKING <br />W/ (2)16-d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />SCALE: N.T.S. S5 <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 />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />DIAPHRAGM <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 />BLOCKING @ <br />@ 48" O.C. <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />TYP. TOP & BOTTOM ATTACHED <br />BLOCKING, FASTEN WITH <br />SP HGA10 @ 36" <br />48" O/C <br />MOISTURE BARRIER <br />USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. <br />INSTALLED PER MANUF. <br />W/ (2)16-d TOENAILS <br />10dx3' @ 4" O/C <br />O.C. <br />GABLE TRUSS <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <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 />2x4 LEDGER (MATCH BOTTOM <br />DBL. TOP <br />PLATE <br />STUD WALL <br />TRUSS VERTICAL <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />CHORD SLOPE OF ADJACENT <br />(SEE TYP. SEC.) <br />VERT. WEB (24" O/C MAX.) <br />VV17-10dx1 1/2" AND TO MASONRY W/ (3) 3/16x "21/4" <br />TRUSS) <br />USP SPT24 @EACH STUD <br />(2) 2"xW "L" BRACE <br />NOTE: IF EMBEDDED <br />TAPCONS. <br />SECTION <br />FASTENED WITH (3) <br />16d PER SIDE <br />STRAP MISSED VERTICAL SECTION <br />1 <br />2 <br />SECTION 3 <br />SECTION <br />4 <br />WEB; USE <br />CISS OR GABLE "T" BRACE � <br />SCISSOR <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />Srj <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />AS PER 91 SCALE: N.T.S. S5 <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP M " <br />CHORD BLOCKING N <br />INFORMATION <br />1 . <br />WOOD TRUSSES 00 11 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 />24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />2x4 BLOCKING <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 />O/C W/ 2 -16d <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 NUS 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 SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. S5, <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) 10dx3" O/C @ <br />TOENAIL 6" O/C RUNN <br />W/ (2)16d TYPICAL <br />(2)16d PER NAILS <br />JOINT <br />1 1 111%jw%dV ww I I V 1 .,. Aw .�1.r...11... 2"X4"MIN. SEE M/S5 V <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />GABLE END BRACING DETAIL <br />J <br />S5 <br />VVI\ 1. V1-/'Y \I. — <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />MINIMUM (2)16d PER JOINT <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 />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 />OSB SHEATHING ATTACHED <br />(2)16d NAILS W110d 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) <br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />10dx3" @ 4" O/C (2)12d TOENAILS <br />SECTION g <br />SCALE: N.T.S. S5 <br />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 />vvl. 1 . uwu°a uvr nun 1v t 1 I r.) <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 />8d @ 6"0/C <br />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 />OND BEAM <br />-MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. NON - LOAD <br />BEARING LOCATIO (UNEVEN CLG.) rE <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 <br />ADDITIONAL INFORMATION. <br />1" 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" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />EACH STUD <br />END JACK <br />1 V-0" MAX. <br />0 <br />90,E <br />CORNERJACK <br />C7 <br />Y <br />° <br />a <br />a <br />W <br />z <br />oc <br />0 <br />U <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 n t- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2) -r 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 />31 <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 />�Ln <br />Zv) <br />am <br />Z <br />Q <br />J <br />Cz <br />Q) C <br />cn <br />•I--i w <br />� p <br />ow <br />D u- <br />�VT <br />U <br />o0 <br />in <br />mM <br />w <br />' F_ E <br />—8 <br />C W M <br />�Ovc� <br />000 <br />" 0 <br />CL <br />Q <br />do <br />A' <br />0 Do <br />NCBYDC <br />ket <br />WJ <br />.'� N O <br />4- W <br />. " c <br />LL�,A% <br />s:rj71;1;4�.100 <br />❑ <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 Sth 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 />1f <br />O <br />z N <br />O a� <br />M O <br />M <br />Q -gyp Ln <br />L <br />a <br />Q 00 <br />zM <br />WJ <br />40 <br />J <br />f <br />0Z <br />z I - <br />�� 0 <br /><0 <br />?zlZZ <br />C odw <br />J <br />84 W <br />N <br />z0 <br />M <br />O <br />� <br />n <br />Ln <br />N <br />In <br />o� <br />W <br />Q <br />r�EM� <br />LU <br />a � <br />O <br />e 1 <br />�Ozzd <br />c <br />M <br />z <br />z <br />.. <br />~O <br />.. <br />g <br />z <br />J <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1525 <br />JOB NO: 17-4136 <br />SHEET NO. <br />S5 <br />