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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.7 <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"x4l' <br />O.C. (OPTIONAL - SEE <br />BLOCKING FOR <br />KER <br />) <br />24" O.C. <br />SEE STRUCTURAL— <br />ROWSOFFIRST <br />45' t <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. CMID <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 />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />2x4 CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />48" O.C. EACH JOINT W/ 3 10d <br />O <br />AT LEAST 90% OF WEB <br />@ 8'-0" 0/C. <br />EXTEND LEAST 90% OF <br />@ <br />USP <br />8" FROM RIDGE FASTENED AT <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/ <br />EA. END @ 48" O.C. <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />STUD <br />10d TOE NAILS @ EA. END <br />10d & TOE <br />E <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />2X6 FRAMED WALL - SEE <br />@ EA10d <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 />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TP <br />2x4 PANEL BLOCKING <br />— —� <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/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 SHEATHING <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />71 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 />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 />WEEP SCREED <br />TYP. TOP & BOTTOM ATTACHED <br />BLOCKING, FASTEN WITH <br />"J" <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 />5/8"x 10" 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 />0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />CHORD SLOPE OF ADJACENT <br />VERT. WEB (24" O/C MAX.) <br />W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" <br />TRUSS) <br />NOTE: IF EMBEDDED <br />STRAP MISSED VERTICAL SECTION <br />1 <br />TAPCONS. <br />SECTION <br />r2 <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 />S5 <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />f <br />r <br />SEE STRUCTURAL— <br />X-BRACING, AND TOP <br />N <br />"' <br />NOTES AND NAILING <br />SP HGAM10 W/ 4 <br />() <br />CHORD BLOCKING <br />N <br />� <br />00 <br />°° <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />4"x1-3/4"WEDGE <br />INFORMATION <br />OLTS & (4) SDS 1/4" <br />1 1 <br />1/ <br />2"x4" CROSS BRACE <br />1 1/2" SCREWS <br />WOOD TRUSSES <br />�, <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2X4 RAT RUN BRACING <br />x <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />1 <br />1 2 <br />1 <br />1 2 <br />10d & (2)10d TOE <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />-- <br />-- TRUSS SPANS <br />`7UR►' <br />�j <br />• <br />ATTACHED W/ 2 -16d <br />i'' <br />1� IJI <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 />@ 48" O/C FOR THE <br />FIRST (4) 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 = 4 1/2") 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 5 1/2" 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. <br />@ <br />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 <br />LOCATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />D <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />SCALE: 3/4"=1'-0" S5 <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( O� <br />ADDITIONAL INFORMATION. <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) <br />(2)16d PER <br />JOINT <br />L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL ri <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />TOENAIL- <br />W/ (2)16d <br />NAILS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. SrJ <br />1 GABLE TRUSS <br />s5 <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />6.9 <br />AND LOCATION) <br />MAX. <br />S5 <br />S5 <br />SCALE: N,T.S. <br />I°a °°lla�. a�II - �� `II°o° a ��IIm\� • 11 aII°° ° Ik ' °��� .° •°.�II° ° �II.'° ° . II�° , °a II• °°.I <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 />8d @ 6"O/C <br />Ulf'% lnl TMi 10000 <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />1/2" SCREWS <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS @ 24 O/C <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 />GABLETRUSS <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 STUD WALL <br />PLATE (SEE TYP SEC ) <br />2x4 BLOCKING 2x4'7 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 DETAIL/ 6 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING <br />48" 0/C GABLE TRUSS <br />TRUSS VERTICAL <br />USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE 1 <br />FASTENED WITH (3) <br />SECTION 4 16d PER SIDE <br />SCALE: N.T.S. S5 SCISSOR GABLE "T" BRACE <br />AS PER HIB 91 SCALE: N.T.S. (IS5 <br />2 x 4 BLOCKING W/(2)10d <br />TOE NAILS @ EACH END @ <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 LOCATIO (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 />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) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS @ 24 O/C <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 7/16" <br />(2)16d NAILS OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />E SAND 12" O.C. FIELD <br />JACK TRUSS <br />SEE PLAN FOR <br />CONNECTION <br />2x4 "T" ON TOP OF PANEL—J Lf <br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />10dx3" @ 4" O/C (2)12d TOENAILS <br />SECTION g <br />SCALE: N.T.S. SrJ <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />MINIMUM (2)16d PER JOINT `-MINIMUM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL M <br />SCALE: N.T.S. S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />@ EACH STUD <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 />END JACK <br />1 V-0" MAX. <br />0 <br />C7 <br />a <br />CORNERJACK <br />Y <br />Q <br />W <br />z <br />0 <br />U <br />HIP FRAMING REFERENCE PLAN <br />0 <br />z <br />w <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -, I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. <br />O <br />LU <br />---- <br />--- <br />0 <br />o <br />O <br />z ZD <br />LLJ <br />W <br />CO <br />< 0 <br />d <br />o <br />� <br />0 <br />Q <br />q <br />0 <br />r <br />Q <br />o <br />T <br />� <br />d <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2) 7' 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 />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 />Z M <br />0 <br />Z <br />Q <br />E31 <br />J <br />z <br />Q <br />V) C) <br />cry <br />U — <br />0 w <br />tal- <br />~ <br />t� <br />o 0 <br />m I` <br />U <br />w <br />F— <br />—8 <br />a) Cl) <br />C fti co <br />N .0 Cl) <br />000 <br />, WIN <br />v N <br />�LLS <br />O y t` <br />Lv Y <br />Qrn <br />U5 o 0 <br />rnQo <br />A' <br />B D, <br />N C LLB D C <br />®� <br />1164 <br />"' <br />,\\N N gCo ��% <br />ts, <br />Ci <br />VE_%� <br />Ur <br />Up-�� <br />Z <br />r <br />1�.� <br />�. <br />--PLO ,•' <br />� <br />Q; S I <br />�~ <br />e` <br />/if/111111111100 <br />El <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 />oN <br />Z <br />O ( I� <br />P-4 p <br />M <br />Q U-) M Ln <br />U_ Ln <br />a U �- 00 <br />O <br />z <br />­ <br />z � <br />Z � <br />J� W <br />d- <br />oz <br />R <br />w� <br />zd <br />z <br />W < q , <br />�Zgo <br />zEW.- <br />W <br />� <br />C Z <br />a ay� n <br />S <br />co @ <br />� <br />� <br />w <br />U Z <br />Zo <br />a� <br />J <br />J <br />C <br />Lr) <br />g <br />�3 <br />�o <br />LU <br />O <br />� <br />0 <br />�z <br />U <br />= <br />N <br />C� <br />W <br />L5� <br />o <br />� 0 <br />h <br />_j <br />L <br />Q <br />wUa�0�9 <br />ELL <br />°¢�¢ <br />N <br />A <br />1` <br />L.t_ <br />Z W /] J <br />U¢za <br />¢3 <br />a <br />¢ <br />0 <br />Z <br />Z <br />W <br />Ln <br />a w <br />0, <br />J <br />rl <br />LLI <br />2:¢ <br />o Z o <br />0� ¢ <br />Ln <br />V <br />Q <br />Z <br />Z <br />QLuz <br />a <br />O <br />� <br />_ Uj <br />J Z <br />¢Z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION N0. 10 <br />SHEET NO. <br />S5 <br />