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5P HGAM10 W/ (4 <br />Vxi-3/4" WEDGE <br />DLTS & (4) SDS V <br />1 1/2" SCREWS <br />I <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />TOP CHORD <br />BLOCKING FOR <br />FIRST FOUR <br />ROWS OF <br />TRUSSES @ <br />EDGES OF 2x4 CRO BRACE <br />SHEATHING APPROX. 8" FROM <br />TYPICAL @ RIDGE FASTENED AT <br />48" O.C. EACH JOINT W/ (3) 10d <br />MAX. & (2)10d TOE NAILS @ <br />EA. END @ 48" O.C. <br />TOENAIL W/ (2)16d NAILS <br />2"x4" OUTLOOKER <br />@24"OC <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS <br />NAILING SCHEDULE FOR USP RT16 OR EQUAL @ <br />SHEATHING DETAIL <br />EA. OUTLOOKER <br />2"x4" <br />OUTLOOKER <br />7!f@ 24" O.C. <br />.. <br />45°t <br />45• t <br />24" MAX. <br />TOP CORD BLOCKING <br />2X4 CONT"L" BRACE <br />USP RT16 OR <br />FOR FIRST FOUR <br />FASTENED W/ (2) 10d <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />3"@ 24" O/C. CMID <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />• <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. <br />2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />EXTEND @LEAST 90% OF <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />@ 8'-0" 0/C. <br />WEB LENGTH & NOTCH @ <br />• <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />• SILL <br />1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />USP RT3A WITH 8-8d <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TP <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" <br />O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR <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 />ATTACHED W/ 10d NAILS <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />@ 6" O.C. EDGES AND 12" <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FIELD <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />@ 48" O.C. <br />L� MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM— <br />USP HTA20 OR EQ. @ V-0" O.C. TYPICAL. <br />INSTALLED PER MANUF. <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASI iER <br />USP HTA20 @ EA. TRUSS <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0° <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />MOISTURE BARRIER <br />VERT. WEB (24" O/C MAX.) <br />W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" <br />NOTE: IF EMBEDDED <br />TAPCONS. SECTION <br />STRAP MISSED VERTICAL SECTION <br />1 <br />2 <br />WEB; USE <br />MSTAM36 ON OUTSIDE SC/�LE: N.T.S. <br />SS <br />SCALE: N.T.S. <br />SS <br />REFER TO DETAIL J N N <br />ON SHEET S5 FOR � � SEE STRUCTURAL— <br />X-BRACING, AND TOP NOTES AND NAILING <br />CN SCHEDULE FOR <br />CHORD BLOCKING <br />INFORMATION fO °° SHEATHING DETAIL <br />ill <br />1 1/ 2"x4" CROSS BRACE <br />WOOD TRUSSES 00 00 APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF 1 1 2 1 1 2 „ 10d & (2) 10d TOE <br />BOTT. CHORD FOR 4 NAILS @ EA. END <br />TRUSS SPANS <br />ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING <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 FI 48" (4) ROWS OF <br />FOR THE <br />FIRST <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />2x4 BLOCKING @ 24" (D = 0.148", L = : ") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0,207", L = 41/2") OR EQUAL TRUSSES FROM EA. <br />0/C W/ 2 -16d END TYP. TOP & <br />TOENAILS @ EA. END NOTES: BOTTOM ATTACHED <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS <br />MASONRY WALL OF THE COLUM V (SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH 2) ALL NAILS PE NETRATE 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 U�MINATION (SPACE AS SHOWN FOR 3-PLY) <br />EXT. WALL CONN. @ 3) EACH 30d CC MMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />NON - LOAD BEARING LOCATION B.OU C., SAMEON INUMBER OF ROWS, SAMEONE INTO EACH SSPAC SPIDE ACING) <br />OF <br />D � > <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4" = V-0" SS TYPICOAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <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 4=,xr <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" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rj� <br />RUNNERS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. S5 <br />1 GABLE TRUSS <br />S�5 <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />6.9 MAX. <br />S5 <br />I S5 <br />it .I C <br />SCALE: N.T.S. <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 />PRE-ENGINEERED <br />WOOD TRUSSES <br />SEE STRUCTURAL <br />NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />ELEVATIONS) <br />SEE STRUCTURAL — <br />TOP CORD BLOCKING <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />FOR FIRST FOUR ROWS <br />4 <br />OUTLOOKER <br />SCHEDULE FOR <br />OF TRUSSES @ EDGES <br />�fEA. <br />SHEATHING DETAIL <br />OF SHEATHING TYPICAL <br />E TOP PLATE <br />2"x4" CROSS BRACE <br />' <br />2x4 CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />• USP <br />• <br />8" FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />SPT4 @ EA. <br />EACH JOINT W/ (2) 10d & (2) <br />EACH JOINT W/ (2) <br />STUD <br />10d TOE NAILS @ EA. END <br />W/ 2 16 <br />10d at (2)10d TOE <br />2X6 FRAMED WALL - SEE <br />NAILS @ EA. END <br />WALL SECTION FOR SPACING <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />(2) 16d NAILS <br />BOTTOM ATTACHED <br />2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING () -d TOENAILS <br />O.C. FOR THE FIRST (4) ROWS <br />OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL <br />TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH <br />W/ (2) 16-d TOENAILS 10dx3" @ 4" O/C <br />2x4 LEDGER (MATCH BOTTOM <br />CHORD SLOPE OF ADJACENT <br />TRUSS) <br />SECTION 3 <br />SCALE: N.T.S. S5 <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 JES AND 12" O.C. FIELD <br />JACKTRUSS <br />SEE PLAN FOR <br />2x4'7 ON TOP OF PANEL <br />BLOCKING, FASTEN WITH 2x4 BLOCKING W/, <br />10dx3" @ 4" O/C (2)12d TOENAILS J <br />SECTION g— <br />SCALE: N.T.S. S5 <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />- MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING <br />M <br />SCALE: N.T.S. S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <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"O/C <br />WOOD TRUSSES <br />USP HGAM10 W/(4)-3/16"A-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 />z <br />u.l <br />BRACING W/(3) 10d x 3" @ <br />• EACH CONN. @ 24" O/C <br />MOISTURE BARRIER <br />BOND BEAM <br />It--- MASONRY WALL <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS F@ 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 <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 />2x4'7 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 "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" O.C. <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C GABLE TRUSS <br />TRUSS VERTICAL <br />USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE <br />FASTENED WITH (3) <br />SECTION 4 16d PER SIDE <br />SCALE: N.T.S. SS SCISSOR GABLE "T" BRACE 7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DIET. J/S5 CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. <br />--- <br />Ui <br />Uj <br />0 <br />O <br />0 <br />1 <br />v <br />z o <br />LijLU <br />< o <br />o <br />-v <br />LLI <br />o <br />� <br />o <br />LU <br />ARCHITECTURAL FINISH NOTE: / <br />EXT. WALL CONN. NON -LOAD <br />BEARING LOCATIO (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" - 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 />@ EACH STUD <br />HIP FRAMING REFERENCE PLAN <br />E <br />S5 <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />TOP & BOTTOM CHORD <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />GABLE END BRACING @ <br />THAT MY BE REQUIRED <br />4'-0" O.C. MAX. FOR <br />2)7' BRACING MAY BE USED IN PLACE OF PERMANENT <br />FIRST (4) ROWS OF TRUSSES <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 />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 />SCISSOR TRUSS <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 />(DLou <br />Z C7 <br />0DID <br />z� <br />Q <br />10 <br />"'_ <br />z <br />■ <br />W <br />cn <br />4-J w <br />•U <br />— <br />.e <br />0 LU <br />E <br />C <br />r^ <br />F- <br />o <br />in <br />O M <br />o <br />U <br />nr <br />o, M <br />L.IJ <br />C f0 M <br />'O N <br />� — U <br />Q O 0 <br />LL 00 <br />U12f iu <br />o0 <br />fn ci <br />a o <br />aa) <br />Y <br />Q rn <br />Lo O V <br />CL <br />rn Q o <br />A, <br />B D® <br />N C 11 D C <br />_ <br />CC <br />N <br />t <br />..L' <br />r_Up <br />C?: <br />49 <br />cca U b <br />00' cv s0 \1 <br />09 �` <br />29 <br />`U,�4 <br />Cr <br />'1�1��' <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 />O <br />Z NO <br />015 1� <br />� <br />> O <br />Ln <br />Q : <br />a. 0.L� <br />Q LL <br />V7 DC UCI- . <br />C CC) <br />Q � <br />Z <br />WLU <br />J C:) <br />d- <br />oZ <br />=o <br />�o <br />W <br />za <br />z <br />f � <br />I�z¢aw-a <br />t~?8, <br />U <br />z C� w x <br />owz <br />CC 2 J <br />OUW LL N <br />FWo <br />oLA <br />L <br />Cis <br />zz <br />f z <br />J <br />zr- <br />v3 <br />1 n <br />L <br />0 <br />� <br />o <br />-0N <br />� <br />U <br />Z <br />o� <br />0 <br /><r- <br />.j o <br />O <br />Q <br />< <br />xa6 <br />Uwom� <br />o <br />�y <br />N <br />�TF <br />za <br /><o< <br />W - J W 2' Z J <br />¢ <br />Q�fo <br />° <br />Z <br />o <br />z <br />LLJ <br />Ln <br />W <br />a <br />< ce = <br />.J <br />� <br />W <br />o <br />p w u <br />r� <br />Q <br />Z <br />Wa o <br />*k <br />Lr) <br />z <br />¢�z <br />T <br />J O <br />¢ <br />O <br />4 <br />J <br />-L <br />z <br />a <br />Ul <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO' 10 <br />SHEET NO. <br />S5 <br />