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SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />TOENAIL W/ (2)16d NAILS <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS <br />SEE STRUCTURAL <br />NOTES AND NAILING BACKNAIL W/ (2)16d NAILS <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />SHEATHING DETAIL <br />@ 24 OUTLOOKER <br />@ 24" O.C.7 <br />NAILING SCHEDULE FOR USP RT16 OR EQUAL @ <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24 " <br />"L" BRACE <br />I TOP CHORD <br />SHEATHING DETAIL EA. OUTLOOKER <br />2"x4" <br />O.C. (OPTIONAL -SEE <br />ATTACHED <br />BLOCKING FOR : • <br />. v <br />OUTLOOKER <br />ELEVATIONS) <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />10d NAILS @FIRST <br />14� <br />FOUR <br />@ 24" O.C. <br />SEESTRUCTURAL <br />16d NAILS @ <br />..CA <br />ROWS OF <br />45' 1 24" MAX. <br />TOP CORD BLOCKING 45*1 <br />' " <br />2X4 CONT L BRACE <br />TOP CORD BLOCKING <br />USP RT16 OR EQUAL @ <br />4" MAX. <br />NOTES AND NAILING <br />SCHEDULE FOR <br />TOP CORD <br />BLOCKING FOR <br />GABLE TRUSS WEB <br />TRUSSES @ <br />EDGES OF 2x4 CRO BRACE <br />USP RT16 OR <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d <br />3"@ 24" 0/C. CMID <br />FOR FIRST FOUR ROWS <br />OF TRUSSES @EDGES <br />EA. OUTLOOKER <br />SHEATHING DETAIL <br />USP RT16 OR <br />FIRST FOUR ROWS <br />" " <br />DOUBLE L BRACING DETAIL 5 <br />SHEATHING APPROX. 8" FROM <br />EQUAL @ EA. <br />OUTLOOKER <br />ROWS OF TRUSSES @ <br />EDGES OF <br />HEIGHT <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />EQUAL @ EA. <br />OUTLOOKER <br />OF TRUSSES @ <br />24" MAX. EDGES OF <br />SCALE: N.T.S. S5 <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 />SHEATHING TYP. <br />2x4 "T' BLOCKING <br />48" O.C. EACH JOINT W/ (3) lOd <br />MAX. AT LEAST 90% OF WEB <br />�� EXTEND @ LEAST 90% OF USP 8" FROM RIDGE FASTENED AT <br />@ 8 -0 0/C. <br />RIDGE FASTENED AT "L" BRACE TO EXTEND <br />& (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 />o <br />AT LEAST 90 /o OF WEB <br />2x4 BLOCKING @ <br />EA. END 48" O.C. <br />@ <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 />"L" BRACE ATTACHED 16d NAIL <br />1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TP <br />WALL SECTION FOR SPACING <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS @ 4" O.C. <br />J <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 />: <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 />" <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 />(2) 16d NAILS <br />n n <br />SINGLE L BRACING DETAIL 6 <br />THROUGH CHORD <br />ATTACHED W/ 10d NAILS <br />W/ (2) 16-d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />S5 <br />INTO 2"xT P.T. PLATE <br />2"x4" LEDGER MATCH BOTTOM CHORD <br />( <br />@ 6 O.C. EDGES AND 12 <br />" " <br />2x4 PANEL BLOCKING 48" <br />@ <br />2x4 BLOCKING <br />BLOCKING FASTEN WITH <br />SCALE: N.T.S. <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 />y ' <br />10dx3" @ 4" O/C <br />DIAPHRAGM <br />FASTEN WITH 10dx3" 4" 0/C SPACED <br />°� <br />@ 48" O.C. <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 />BLOCKING <br />BLOCKING <br />CKI @ <br />5/8" x BOLT @ 48" O.C. <br />WEEP SCREED <br />TYP. TOP & BOTTOM ATTACHED <br />BLOCKING, FASTEN WITH <br />SP HGA10 @ 36" <br />MOISTURE BARRIER <br />0 <br />W/ (2)16-d TOENAILS <br />10dx3" @ 4" O/C <br />O.C. <br />GABLE TRUSS <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />TA10" <br />USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. <br />INSTALLED PER MANUF. <br />DBL. TOP <br />TRUSS VERTICAL <br />PLATE SPLICES W/ 3/16"x2" PLATE WASHER <br />USP HTA20 @ EA. TRUSS <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" <br />0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />MOISTURE BARRIER <br />2x4 LEDGER (MATCH BOTTOM <br />CHORD SLOPE OF ADJACENT <br />PLATE STUD WALL <br />(SEE TYP. SEC.) <br />VERT. WEB (24" 0/C MAX.) <br />W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" <br />TRUSS) <br />USP SPT24 @EACH <br />STUD <br />(2) 2"x8" "L" BRACE <br />FASTENED WITH (3) <br />NOTE: IF EMBEDDED <br />SECTION <br />TAPCONS. <br />SECTION <br />16d PER SIDE <br />STRAP MISSED VERTICAL <br />1 <br />2 <br />SECTION <br />3 <br />SECTION <br />4 <br />WEB; USE <br />�� �� <br />SCISSOR GABLE T BRACE <br />S <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. <br />SS <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />AS PER 91 SCALE: N.T.S. S5 <br />2x4 OUTLOOKER <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 <br />20'-0" MAX <br />CONTINUOUS BOTTOIV CHORD BRACING 2X4 MIN. <br />REFER TO DETAIL J <br />SHEET S5 FOR <br />X-BRACING, AND TOP <br />SP HGAM10 W/ (4) CHORD BLOCKING <br />INFORMATION <br />N N <br />N M �, <br />N ;0 <br />CID'� <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL W/ (2) " <br />16d NAILS @ 24 0!C <br />TOP CORD <br />BLOCKING FOR <br />USP RT16 OR FIRST FOUR ROWS <br />8d @ 4 B 6 0/C 2 x LOCKING W/(2) 10d <br />TOE NAILS EACH END <br />WOOD TRUSSES 24" O/C (TYP) @ <br />7 <br />4"xl-3/4" WEDGE <br />EQUAL @ EA. OF TRUSSES @ <br />OLTS & (4) SDS 1/4" <br />11 1/ " <br />2"x4" CROSS BRACE <br />OUTLOOKER 24" MAX. EDGES OF <br />1 1/2" SCREWS WOOD TRUSSES <br />Co 00 <br />APPROX. 8" FROM <br />SHEATHING TYP, <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2x4 RAT RUN BRACING <br />" <br />1 ]12' 1 1 2 <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF <br />10d & (2)10d TOE <br />LENGTH (SEE TABLE) <br />x <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />GABLE TRUSS <br />0 <br />Z <br />-- TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING/—W/ <br />1/2" CDX PLYWOOD OR 7/16" <br />SHEATHING ATTACHED <br />MBRACING W/(3)10d x 3" @ <br />a <br />>= <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 />FI 48" (4) FOR THE <br />OSB <br />(2) 16d NAILS 10d NAILS @ 6" O.C. <br />EACH CONN. @ 24" O/C <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />FIRST (4) ROWS OF <br />TRUSSES FROM EA. <br />E ES AND 12" O.C. FIELD <br />USP HGAM10 W/(4)-3/16"x1-3/4" <br />MOISTURE BARRIER <br />0/C W/ 2 -16d <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />JACK TRUSS <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <br />1/2" SCREWS BOND BEAM <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 />W/ (2)16-d TOENAILS <br />CONNECTION <br />MASONRY WALL <br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />MASONRY WALL <br />a <br />ii <br />ARCHITECTURAL FINISH NOTE: <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 2x4 "T" ON TOP OF PANEL ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W! CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ <br />EXT. WALL CONN. @ 3) EACH Sod COMMON NAIL MAYBE REPLACED W! (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2) 12d TOENAILS THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR <br />2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES <br />D <br />NON - LOAD BEARING LOCATION COMMON <br />SAME NUMBER OF ROWS, SAME SPACING) OMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF EXT. WALL CONN. NON LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />_ <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g BEARING LOCATION (UNEVEN CLG.) rE REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL <br />ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. 15 AS PER BCSI 1-03 SCALE: N.T.S. S5 <br />S5 ADDITIONAL INFORMATION. <br />SCISSOR TRUSS <br />e. 45° 2"x4" OUTLOOKER @ 24" 12 <br />O.C. W/ (2) 10d PER JOINT 6 91 MAX. <br />MINIMUM 2x OVERLAP TRUSS BRACING <br />CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />(SEE PLAN FOR WOOD TRUSSES <br />LOCATIONS) 1063" O/C @ 2"x4" <br />TOENAIL 6" O/C RUNNERS <br />W/ (2) 16d TYPICAL <br />(2) 16d PER NAILS <br />JOINT <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 />010" - T-0" <br />T-0" - 6-0" <br />6-0" & GREATER <br />SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />W <br />0 <br />�t <br />O <br />' <br />� <br />O <br />�r <br />iz o <br />W <br />< o <br />0 4 <br />o <br />' <br />Ci <br />o <br />o <br />r <br />X <br />Q <br />� <br />o <br />o <br />T <br />X <br />¢� <br />o <br />O <br />S5 <br />12 DOUBLE TOP PLATE <br />6.9 MAX. <br />2X4 LEDGER <br />USP LSTA 18 <br />TUDS @ 16" O.C. <br />CONT.B�STUD EARING ONT. BEARING DBL. USP HGA10 (TYP.) STUDS@16"O.C. USPSPTHIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL <br />GABLE END BRACING DETAIL @EACH S <br />GABLE END BRACING DETAIL SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES SCALE: N.T.S. <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION <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 />ALTERNATE NON -DROP <br />CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 MINIMUM (2) 16d PER JOINT NOTE: <br />GABLE END DETAIL MINIMUM 2x4 TRUSS BRACING 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING <br />CROSS BRACING DETAIL SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS <br />TRUSS BRACING OVERLAP DETAIL rm")i, 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C. <br />SCALE: N.T.S. SS SCALE: N.T.S. S5 3) SEE 6/S5 FOR MORE INFO. <br />W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />"L" BRACE W/ 10d @ 4" O.C. 12 3 <br />12 (SEE SCHEDULE FOR SIZE 6.9 MAX. <br />6.9 MAX. AND LOCATION) <br />"L" BRACE W/ 10d @ 4" 0/C <br />5 (SEE SCHEDULE FOR SIZE <br />5 35 AND LOCATION) <br />S5 <br />ABLE TRUSS <br />6 <br />6 S5 <br />S5 <br />END JACK <br />1 V-0" MAX. <br />9c�r <br />0 <br />CORNER JACK <br />0 <br />Y <br />a <br />W <br />z <br />is <br />0 <br />U <br />Fal <br />CD <br />z M <br />o <br />O <br />_ <br />z � <br />Z <br />Q <br />a <br />Z <br />Ln 0Q) <br />cn <br />4--J w <br />� p <br />• U <br />0 LL' <br />N <br />E <br />o <br />v, <br />co <br />vi <br />U <br />o <br />m04 <br />w <br />0 <br />— 0 <br />(DM <br />C� rO co <br />O oN <br />2 N <br />Nis <br />0 <br />olio <br />7 <br />U� <br />�Y <br />nQo <br />u7 ov_ <br />D) <br />Q O <br />A� <br />B D. <br />N C B D C <br />oa <br />4• �'; <br />� <br />rn <br />a`'�� .aw•. _ <br />r_ <br />°iEzz it O <br />z r <br />r <br />1 a <br />� m oV <br />s <br />QacnwS. <br />Z �. <br />10 <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 <br />aN-' <br />> M O <br />- <br />a <br />a <br />Q v u- Ln <br />oC V a 00 <br />� <br />Z ?> E <br />ra <br />w O <br />W J0 <br />O <br />z <br />za <br />�QWXX <br />o <br />p+ZUO <br />U <br />Z w Z , <br />�oLu <br />J <br />2 g <br />o <br />'a�o <br />tn <br />ZZ <br />Z Z <br />aU <br />Z <br />-0 <br />fu <br />M <br />w <br />E <br />j <br />1� <br />0 <br />S <br />p <br />U <br />(� <br />— <br />Q <br />Z <br />�Q <br />'9 <br />o� <br />0 <br />k <br />f� <br />0 <br />R�he <br />(Vao°ad <br />Z <br />Noo <br />W <br />J <br />Lr) <br />rl <br />W <br />U ly Z <br />�aLL� <br />o 8 <br />LLJ <br />a <br />w <br />Lu <br />M <br />�--� <br />Q <br />Z <br />Z <br /><W <br />LALn <br />Z <br />J R <br />az <br />O <br />= <br />rn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. � . C <br />SHEET NO. <br />S5 <br />