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SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2)16d NAILS <br />SEE STRUCTURAL <br />NOTES AND NAILING BACKNAIL <br />W/ (2)16d NAILS <br />2x4 BLOCKING <br />2x4 "T" BLOCKING <br />NAILING SCHEDULE FOR <br />2"x4" OUTLOOKER <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS <br />SCHEDULE FOR <br />@ 48 " O.C. <br />16d NAIL <br />SHEATHING DETAIL <br />@ 24 O.C. <br />NAILING SCHEDULE FOR <br />USP RT16 OR EQUAL @ <br />SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />1" BRACE <br />TOP CHORD <br />SHEATHING DETAIL <br />EA. OUTLOOKER <br />x ' <br />O.C. (OPTIONAL - SEE <br />A D W/ <br />BLOCKING FOR <br />OUTLOOKER <br />ELEVATIONS) <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />10d NAILS @ 4" <br />FIRST FOUR <br />@ 24" O.C. <br />SEE STRUCTURAL <br />16d NAILS <br />@ 24" O/C <br />O.C. TYPICAL <br />ROWS OF <br />45° ± <br />24 MAX. <br />TOP CORD BLOCKING <br />45°±x <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 />4" MAX. EA. OUTLOOKER <br />SCHEDULE FOR <br />BLOCKING FOR <br />GABLE TRUSS WEB <br />EDGES OF 2x4 CROSS BRACE <br />@ 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�S5EQUAL <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />2x8 SYP#2 "L" BRACE TO <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />EQUAL @ EA. <br />OUTLOOKER <br />24" MAX. <br />OF TRUSSES @ <br />EDGES OF <br />SCALE: N.T.S. <br />TYPICAL @ RIDGE FASTENED AT <br />48" O.C. EACH JOINT W/ 3 10d <br />() <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. <br />2X4 KICKER <br />@ 8'-0" O/C. <br />EXTEND LEAST 90% OF <br />@ <br />; USP <br />2x4 CROSS BRACE APPROX. <br />�� <br />8 FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />"T" <br />m <br />MAX. & (2)10d TOE NAILS @ <br />•' <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 />�� L' BRACE TO EXTEND <br />2x4 BLOCKING <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 W! <br />; <br />AT LEAST 90% OF WEB <br />2x4 BLOCKING @ <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />• <br />2X6 FRAMED WALL -SEE <br />10d & 2 10d TOE <br />E <br />NAILS @ EA. END <br />LENGTH (SEE TABLE) <br />�� <br />48 O.C. <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 />GABLE TRUSS <br />"L" BRACE ATTACHED <br />16d NAIL <br />7/16" OSB SHEATHING <br />& (2)1 TOE NAILS <br />() �° <br />FROM LEDGER TP <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS 4" O.C. <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 />7/16" OSB SHEATHING <br />TYPICAL <br />NAILS @ 6" 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 />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 />@ 6" O.C. EDGES AND 12" <br />GABLE TRUSS WEB <br />10dX3" @ 3" O/C <br />THROUGH CHORD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />CORD ATTACHED W/(2)16-d TOENAILS <br />7/16" OSB SHEATHING <br />AND 12" O.C. FIELD <br />(2) 16d NAILS <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />O.C. FIELD <br />(2) 16d NAILS <br />SINGLE L BRACING DETAIL 6 <br />ATTACHED W/ 10d NAILS <br />"T" <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 />x4 "T" ON TOP OF PANEL <br />VLOCKING, <br />SCALE: N.T.S. S5 <br />2x4 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 <br />FASTEN WITH 10dx3" @ 4" 0!C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />� <br />�� �� <br />NOTCH L BRACE HERE <br />OF TRUSSES FROM EA. END <br />2x4 "T" ON TOP OF PANEL <br />10dx3" 4" 0/C <br />@ <br />DIAPHRAGM <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 />USP HGA10 @ 36 � <br />BLOCKING @ <br />48" 0/C <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 />O.C. <br />GABLE TRUSS <br />5/8"x 10" BOLT 32" O.C. MINIMUM 6" FROM <br />@ <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />USP HTA20 @ EA. TRUSS <br />ALTERNATE USP LSTA18 STRAIGHT STRAP 4'-0" <br />@ <br />MOISTURE BARRIER <br />2x4 LEDGER (MATCH BOTTOM <br />DBL. TOP <br />PLATE <br />STUD WALL <br />TRUSS VERTICAL <br />0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />CHORD SLOPE OF ADJACENT <br />(SEE TYP. SEC.) <br />VERT. WEB (24" 0/C MAX.) <br />W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" <br />TRUSS) <br />USP SPT24 @EACH STUD <br />(2) 2"x8" "L" BRACE <br />NOTE: IF EMBEDDED <br />SECTION <br />rT� <br />TAPCONS. <br />SECTION <br />FASTENED WITH (3) <br />16d PER SIDE <br />STRAP MISSED VERTICAL <br />2 <br />SECTION <br />3 <br />SECTION <br />4 <br />WEB; USE <br />MSTAM36 ON OUTSIDE <br />SCALE: N.T.S. <br />r5 <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />SCISSOR GABLE "T" BRACE <br />`S5 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />USP HGAM10 W/ (4) <br />1/4"x1-3/4" WEDGE <br />BOLTS& (4) SDS 114 <br />x 1 1/2" SCREWS <br />REFER TO DETAIL J <br />ON SHEET S5 FOR r <br />X-BRACING, AND TOP r " " <br />CHORD BLOCKING00 00 <br />N - <br />INFORMATION co <br />11 1/ <br />WOOD TRUSSES <br />00 00 <br />2x4 RAT RUN BRACING <br />AT 24" O.C. ON TOP OF v <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS 40� <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 />BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />2x4 <br />2x4 L 2 KIN (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/CTOENAILS @ 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. 6@ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) l6d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARI G LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4" = V-0" .r, j TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />11NIMUM 2x <br />'ROSS BRACING <br />3EE PLAN ) OR <br />OCATIONS 10dx3" 0/C @ <br />TOENAIL 6" 0/C <br />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 />GABLE END BRACING DETAIL <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 />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.) <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 />Zx6" (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 />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/ <br />(2) 2x4 OUTLOOKER <br />8d @ 6"O/C <br />16d NAILS <br />@ 24 0/C <br />TOP CORD <br />WOOD TRUSSES <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 <br />OSB SHEATHING ATTACHED <br />: <br />W/ 10d NAILS @ 6" O.C. <br />E SAND 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 "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 (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 />@ 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 />HIP FRAMING REFERENCE PLAN <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 />Wu,. <br />----W <br />LU <br />0 <br />v <br />0 <br />o <br />a o <br />o <br />0 <br />O <br />2 <br />TrrIz <br />o <br />4 <br />(D9 <br />T <br />W <br />LU <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 />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 />z M <br />0 <br />0 <br />— o <br />z N <br />z <br />Q <br />z <br />O <br />V) U <br /><n <br />'N w <br />�U — <br />0 w <br />CL� <br />o <br />to <br />o 0 <br />CO r <br />U <br />W E <br />a)M <br />0)m coE— m 2 ch <br />MIN— ° <br />_ N <br />O o0 <br />sU_ao <br />Ua0 <br />a) <br />0) <br />Y <br />a`� <br />LO O <br />Qo <br />1 <br />D. <br />N C B-D-C <br />-_mffe <br />H6 <br />OW <br />vf�' S E °° <br />�• <br />o <br />u' <br />�o ,� o <br />�—d in NC j <br />U <br />� 131 <br />N m r"NL" }:+ <br />rL ` � <br />SC � <br />q <br />CJ <br />��v�V <br />E N [^ 9 L a <br />O <br />mGtf <br />•� A <br />i'0) <br />ds <br />i <br />�`j�r�l�Ililel" <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 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 />G <br />rj <br />Z <br />0�1� <br />> M O <br />M <br />a� oLh <br />a � L <br />Q � LL � <br />z <br />>- � M <br />U Q00 <br />Q <br />E <br />Z <br />WJ <br />C:) <br />�Z <br />wU_o <br />LU Z i.— <br />U�fLU <br />U))00 <br />zrQOUg1 <br />a <br />w�z <br />g=�0L0 <br />CL <br />040 cy a <br />U�a0Z@ <br />O <br />o <br />LLI <br />�� <br />N <br />eo"ON <br />Lr) <br />Q <br />Boa <br />`MMJ <br />W000� <br />Z <br />00 <br />o <br />��zmLL <br />0 <br />W <br />Z <br />ca <br />i <br />Z <br />N <br />LLOZ <br />Qu,— <br />LU <br />J <br />(V <br />fipg- W a� <br />2� <br />O <br />9 O a <br />(� <br />w W OLL. Z Q <br />�Q¢Oo <br />o <br />��O�QZWO <br />J Y <br />aa0 <br />aOLLz � <br />" <br />, <br />" <br />LU <br />> <br />O <br />g <br />z1­4 <br />J <br />a <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />5oll <br />JOB NO: 17-5175 <br />SHEET NO. <br />S5 <br />