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USP HGAM10 W/ (4) <br />1/4"x1-3/4" WEDGE <br />BOLTS & (4) SDS 114 <br />x 1 1/2" SCREWS <br />SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2)16d NAILS <br />SEE STRUCTURAL <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 />() <br />SCHEDULE FOR <br />@ 48" O.C. 16d NAIL <br />SHEATHING DETAIL <br />2"x4" OUTLOOKERZ <br />@ 24" O.C. <br />NAILING SCHEDULE FOR <br />USP RT16 OR EQUAL @ <br />SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />"L" BRACE <br />TOP CHORD <br />SHEATHING DETAIL <br />EA. OUTLOOKER <br />2x4 <br />O.C. (OPTIONAL - SEE <br />ATTACHED W/ <br />BLOCKING FOR <br />OUTLOOKER <br />ELEVATIONS) <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />10d NAILS @ 4" <br />FIRST FOUR <br />7@ <br />24" O.C. <br />SEE STRUCTURAL--,,,,16d <br />NAILSTYPICAL <br />ROWS OF <br />45° ± 247MAX. <br />TOP CORD BLOCKING 45°± <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 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 />�� �� <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 />EQUAL 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 />() <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />@ 8'-0" 0/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 />APPROX. 8" FROM <br />SHEATHING TYP. <br />2x4 T' BLOCKING <br />MAX. & (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />2x4 CROSS BRACE <br />WEB LENGTH &NOTCH @ <br />SPT4 @ EA. <br />EACH JOINT W/ (2)10d & (2) <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2) <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />2x4 BLOCKING <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 />LENGTH (SEE TABLE) <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 />GABLE TRUSS <br />11 11 16d NAIL <br />L BRACE ATTACHED <br />• 1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TP <br />; <br />WALL SECTION FOR SPACING <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 />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) 16d NAILS <br />SINGLE 1" BRACING DETAIL 6 <br />LZI <br />THROUGH CHORD <br />CORD ATTACHED W/ (2) 16-d TOENAILS <br />ATTACHED W/ 10d NAILS <br />(2) 16d NAILS <br />BOTTOM ATTACHED <br />"T" <br />INTO 2" 6" P.T. PLATE <br />2x4 LEDGER MATCH BOTTOM CHORD <br />( <br />11 �� <br />@ 6 O.C. EDGES AND 12 <br />2x4 PANEL BLOCKING 48" <br />@ <br />2x4 BLOCKING <br />W! (2) 16-d TOENAILS <br />2x4 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" 0/C <br />DIAPHRAGM <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />7USP <br />2"x6" P.T. SILL <br />NOTCH "L"BRACE HERE <br />OF TRUSSES FROM EA. END <br />ATTACHED <br />11 " <br />2x4 T ON TOP OF PANEL <br />BLOCKING <br />5/8" x 10" "J" BOLT 48" O.C. <br />°� <br />WEEP SCREED <br />TYP. TOP & BOTTOM <br />BLOCKING, FASTEN WITH <br />USP HGA10 @ 36" <br />48" O/C <br />"J" <br />MOISTURE BARRIER <br />HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. <br />INSTALLED PER MANUF. <br />W/ 2 16-d TOENAILS <br />() <br />10dx3" 4" 0/C <br />@ <br />O.C. <br />GABLE TRUSS <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 @ T-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 />SLOPE OF ADJACENT <br />(SEE TYP. SEC.) <br />VERT. WEB (24" O/C MAX.) <br />W/7-10dx1 1/2" AND TO MASONRY W/ 3 3/16"x 21/4" <br />() <br />TRUSS <br />TRUSS) <br />USP SPT24 @EACH STUD <br />(2) 2x8 L' BRACE <br />NOTE: IF EMBEDDED <br />STRAP MISSED VERTICAL SECTION <br />1 <br />TAPCONS. <br />S ECT I 0 N <br />2 <br />SECTION 3 <br />SECTION <br />4 <br />FASTENED WITH (3) <br />16d PER SIDE <br />WEB; USE <br />SCISSOR GABLE "T" BRACE T <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 />SCALE: N.T.S. <br />S5 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />REFER TO DETAIL J <br />ON SHEET S5 FOR r r <br />X-BRACING, AND TOP <br />CHORD BLOCKING N <br />INFORMATION CO <br />11 1/ <br />WOOD TRUSSES <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 />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 5 1/2" 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. 6a 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 8 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2) 10d PER JOINT <br />1INIMUM 2x <br />:ROSS BRACING <br />5EE PLAN FOR 4=r f-7� <br />OCATIONS) 10dx3" O/C @ 211x4' <br />TOENAIL 6" O/C RUN <br />W/ (2) 16d TYPICAL <br />(2)16d PER NAILS <br />JOINT <br />UI.11V11\L12"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />VVlN 1. ul r1l All V\] <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 />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 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 ES AND 12" O.C. FIELD <br />JACK TRUSS <br />SEE PLAN FOR <br />CONNECTION <br />2x4 "T" ON TOP OF PANEL) <br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />10dx3" @ 4" 0/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 />.uvQF 11u u � 1 11 .) <br />GABLE END BRACING DETAIL SCALE:3/4"=11-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />8d @ 6"O/C <br />WOOD 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 />BOND BEAM <br />-MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. NON -LOAD <br />BEARING LOCATIO (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <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" - T-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 />o <br />C7 <br />CL <br />CORNER JACK <br />Y <br />0 <br />w <br />z <br />O <br />U <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />TI <br />Uj <br />--- <br />LU <br />0 <br />I <br />� <br />O <br />w CD <br />m o <br />0 <br />o <br />4 <br />0 <br />o <br />� <br />o <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 />/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 />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 <br />z f7 <br />o <br />_ <br />z <br />z <br />Q <br />z <br />O <br />V0 CD <br />cn <br />� p <br />•U <br />- <br />w <br />0 <br />~ <br />C/) <br />0 <br />O 0 <br />F— <br />� U <br />m � <br />W <br />�M <br />°c'com <br />U <br />ALL 00 <br />0 CIO <br />Lv Y <br />o 0 <br />cn c <br /><C rn <br />0) < 0 <br />A <br />B <br />1 <br />D. <br />NCBDC <br />ppppRRQQee ti <br />N <br />CID <br />O <br />- LU <br />° v <br />N O <br />LU <br />r r <br />Eop <br />MP <br />�y�ya <br />- <br />o <br />s <br />6 u t <br />4 <br />To the best of the Engineer's k`VMJJJA, i formation, 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 />O <br />oN <br />z <br />0 av r-, <br />C:) <br />i> <br />M <br />a U)z (0 Lr) <br />NO <br />Q <br />U- <br />fu <br />U 0- 00 <br />Z - E <br />�� <br />W <br />d- <br />J <br />Oz <br />wLL0 <br />`n a <br />LU zLA Z <br />v�xLn00 <br />zr<U2:< <br />_ ? w Z <br />rgUln�o� <br />0�n3:�0 <br />OUI-00z <br />M <br />��W <br />J <br />O <br />Ln <br />N <br />�1 <br />�a <br />J <br />V W° <br />W000C) <br />0O <br />z <br />m <br />P0o°CW�ol— <br />(3 <br />(=)z <br />Ozo:22 <br />�00zJ <br />JN <br />g8Q <br />O�¢Q00 <br />uj W O LL z Q <br />-j <br />O <br />MO <br />LLJ <br />-iaYw <br />¢a�� <br />0 <br />" <br />z <br />� <br />� <br />O <br />g <br />z <br />J <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />100 <br />JOB NO: 17-5174 <br />SHEET NO. <br />S5 <br />