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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 BACKNAIL W/ (2)16d NAILS <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <br />@ 24 O,C. <br />NAILING SCHEDULE FOR <br />USP RT16 OR EQUAL @ <br />SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />TOP CHORD <br />SHEATHING DETAIL <br />EA. OUTLOOKER <br />2"x4'i <br />O.C. (OPTIONAL - SEE <br />BLOCKING FOR <br />OUTLOOKER <br />) <br />— <br />FIRST R <br />24" O.C. <br />SEE STRUCTURAL <br />ROWS OF <br />45' ± <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 />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 />EDGES OF 2x4 CRO BRACE <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />3"@ 24" 0/C. CM1D <br />OF TRUSSES @ EDGES <br />SHEATHING DETAIL <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />TYPICAL RIDGE FASTENED AT <br />@ <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />2x4 CROSS BRACE APPROX. <br />8' FROM <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 />@ <br />USP <br />8" FROM RIDGE FASTENED AT <br />RIDGEAPPRF. <br />RIDGE FASTENED AT <br />MAX. & (2)10d TOE NAILS @ <br />LENGTH (SEE TABLE) <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH @ <br />SPT4 @ EA. <br />EACH JOINT W/ (2)10d & (2) <br />EACH JOINT W/ 2 <br />( ) <br />EA. END @ 48" O.C. <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />STUD <br />10d TOE NAILS @ EA. END <br />10d & (2)10d TOE <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />ZX6 FRAMED WALL - SEE <br />NAILS @ EA. END <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 />' <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TP <br />2x4 PANEL BLOCKING <br />— <br />ATTACHED W/ 10d <br />� <br />EA. END <br />BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" 0/C FOR THE <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />AND 12" O.C. FIELD <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 />TRUSSES FROM EA. <br />10dX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7/16" OSB SHEATHINGLta <br />AND 12" O.C. FIELD <br />END TYP. TOP & <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 />@ 6" O.C. EDGES AND 12" <br />2x4 PANEL BLOCKING @ 48" <br />2x4 BLOCKING <br />W/ (2) 16-d TOENAILS <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 />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />71Lv <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />�� � <br />NOTCH L BRACE HERE <br />OF TRUSSES FROM EA. END <br />2x4 7' ON TOP OF PANEL <br />@ 48" O.C. <br />5/$" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />TYP_ TOP & BOTTOM ATTACHED <br />BLOCKING, FASTEN WITH <br />MOISTURE BARRIER <br />W/ (2)16-d TOENAILS <br />10dx3" @ 4" 0/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 />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" <br />INSTALLED PER MANUF. <br />2x4 LEDGER (MATCH BOTTOM <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />USP HTA20 @ EA. TRUSS <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />MOISTURE BARRIER <br />CHORD SLOPE OF ADJACENT <br />VERT. WEB (24" O/C MAX,) <br />W17-10dxl 1/2" AND TO MASONRY W/ (3) 3116"x 21/4" <br />TRUSS) <br />NOTE: IF EMBEDDED <br />TAPCONS. <br />SECTION <br />STRAP MISSED VERTICAL SECTION <br />2 <br />SECTION 3 <br />WEB; USE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />SS <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />r <br />r <br />SEE STRUCTURAL— <br />X-BRACING, AND TOP <br />r <br />NOTES AND NAILING <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />SP HGAM10 W/ (4) <br />INFORMATION <br />;000 <br />SHEATHING DETAIL <br />4"x1-3/4" WEDGE <br />OLTS & (4) SDS 1/4" <br />1 L1, <br />2 <br />2"x4" CROSS BRACE <br />1 1/2" SCREWS <br />WOOD TRUSSES <br />00 <br />00 <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING <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 />-' <br />-- <br />TRUSS SPANS <br />ATTACHED <br />`)u�t' <br />/� <br />`1 <br />2x4 PANEL BLOCKING <br />W/ 2 -16d <br />AT EA. TRUSS JOINT <br />1J1 <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)O/C 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 />0/C W/ 2 -16d <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = <br />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 <br />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 <br />(SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH <br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS <br />5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL <br />OF THE LAST LAMINATION <br />(SPACE AS SHOWN FOR 3-PLY) <br />EXT. WALL CONN. <br />a� <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d <br />6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />NON —LOAD BEARING <br />LOCATION <br />D <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />ISEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 <br />SCALE: N.T.S. SrJ <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 <br />W/ (2) 16d TYPICAL <br />(2)16d PER NAILS <br />JOINT <br />'— CONTINUOUS BOTTOM CORD BRACING 2"x4" MINrT'1 <br />. SEM/S5 <br />CROSS BRACING DETAIL <br />2"x4"y <br />RUNNE <br />ALTERNATE NON —DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. W <br />1 GABLE TRUSS <br />S� <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />6.9 1 MAX. <br />AND LOCATION) <br />S5 <br />S5 <br />,Il - . 1 F ` Ill.' 1 ° .Ilm \- e � , ` a 11 ° - li a 4 a'. °II ° a "II. ° 11" , II °_. <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />PRE-ENGINEERE <br />WOOD TRUSSES <br />BACKNAIL W/ <br />16d NAILS <br />(2) 2x4 OUTLOOKER <br />@ 24 O/C <br />TOP CORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />8d @ 6"O/C <br />WOOD TRUSSES <br />DT <br />USP RT16 OR <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 <br />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) SIDS 114" x 1 <br />SEE PLAN FOR <br />1/2" SCREWS <br />_ <br />CONNECTION <br />2x4 "T" ON TOP OF PANELS L <br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />10dx3" @ 4" O/C (2)12d TOENAILS = <br />SECTION g <br />SCALE: N.T.S. SCJ <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />`MINIMUM (2)16d PER JOINT L MINIMUM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL M <br />SCALE: N.T.S. Srj <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />GABLE END BRACING DETAIL SCALE:314"=T-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS <br />@ 24 O/C <br />TOP CORD <br />in <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 />: <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 />z <br />w <br />BRACING W/(3)10d x 3" @ r <br />• EACH CONN. @ 24" O/C <br />MOISTURE BARRIER <br />BOND BEAM <br />MASONRY WALL <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" 0.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 <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 />r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. <br />� <br />---- <br />-- <br />— <br />LU <br />0 <br />�r- <br />4 <br />o <br />o <br />4 <br />Iz o <br />w <br />o <br />0 7r <br />o <br />' <br />0 <br />w <br />o <br />o <br />o <br />T <br />X <br />Q <br />ARCHITECTURAL FINISH NOTE: <br />EXT. WALL CONN."p 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 />T-0" - 6'4" <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" OIC. <br />3) SEE 6/S5 FOR MORE INFO. <br />@ EACH STUD <br />HIP FRAMING REFERENCE PLAN <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 1-13 <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <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 />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 />�t <br />z M <br />— o <br />z <br />z <br />Q <br />a <br />4�J w <br />p <br />"U — <br />w <br />O 17� <br />~ <br />0 <br />= <br />c/1 <br />o 0 <br />U <br />w <br />N M <br />C (O M <br />— U <br />O p <br />U0 <br />LL_ c03 <br />o <br />�Qo <br /><C 0 <br />rn ¢ o <br />At.�..-...�-e <br />®® <br />N C B D C <br />q\��, q i• <br />N �� <br />z p*�rr <br />LU `, <br />CjU <br />Z %�rl <br />a <br />�c o <br />LL W � F Lit.vd4: <br />To the best of the En sneer' JJe�d e, informatiQQ <br />belief, the structural plans and s �d$if���4W <br />within these drawings comply with the orida <br />Building Code- Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />Z (V <br />O r <br />F1Ufa MO <br />M <br />Q 'p Ln <br />a V) •� d- <br />(L) LL <br />oC U Q � <br />Q <br />.1.00 <br />§ ca <br />Z <br />C:) <br />W <br />J C:) <br />oZ <br />H <br />z a <br />Q� <br />U z - <br />�ZE° <br />ZLu Lu <br />y � J <br />� °O <br />= <br />0 <br />Soo <br />ZZ <br />o <br />rl <br />18 <br />O <br />_� <br />s <br />V, <br />ro <br />UO <br />z <br />j <br />V <br />U) <br />CD <br />a <br />oz <br />J <br />8L5 <br />LL <br />u a m a <br />iV <br />LL <br />Zao J <br />w z a <br />Q <br />c�aa <br />ao <br />0 E <br />� <br />z <br />fV <br />N <br />LLo � <br />,� <br />W� a P <br />�a :U <br />LLJ <br />J <br />L n <br />rl <br />LLI <br />6i <br />Q <br />a LL <br />v o Z o <br />V <br />O¢8 <br />Ln <br />Q <br />Z <br />Z <br />Q Z <br />a <br />C:)Z <br />"" <br />o <br />¢w <br />0 <br />_ <br />•--+ <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAND <br />VERSION NO 2mO <br />SHEET NO. <br />S5 <br />