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I <br />SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2) 16d NAILS <br />NAILING SCHEDULE FOR <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS <br />SHEATHING DETAIL <br />2"x4"OUTLOOKER <br />@ 24" O.C.Z <br />NAILING SCHEDULE FOR USP RT16 OR EQUAL @ <br />TOP CHORD <br />SHEATHING DETAIL EA. OUTLOOKER <br />2"x4" <br />BLOCKING FOR <br />• • <br />OUTLOOKER <br />FIRST FOUR <br />ROWS OF <br />45° t 24" MAX. <br />TOP CORD BLOCKING 45°t <br />2X4 CONT'L" BRACE <br />TRUSSES @ <br />USP RT16 OR <br />FOR FIRST FOUR <br />FASTENED <br />EDGES OF 2x4 CROSSBRACE <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />24CWCM2)10d <br />ID <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />TYPICAL RIDGE FASTENED AT <br />@ <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />48" O.C. EACH JOINT W/ (3) 10d <br />@ 8'-0" 0/C. <br />EXTEND @LEAST 90% OF <br />MAX. & (2)10d TOE NAILS @ <br />LEAST WEB <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH @ <br />EA. END @ 48" O.C. <br />LE A <br />LENGTH (SEE TABLE) <br />(SEE <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />2x6 P.T. GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />SILL 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 />— —I <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" 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 7 <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 />@ 48" O.C. <br />INSTALLED PER MANUF. <br />2"X6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />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. @ 6'-0" O.C. TYPICAL. <br />INSTALLED PER MANUF. <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />USP HTA20 EA. TRUSS <br />°� <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" <br />MOISTURE BARRIER <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />VERT. WEB (24" O/C MAX.) <br />W17-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" <br />NOTE: IF EMBEDDED <br />SECTION <br />TAPCONS. SECTION <br />STRAP MISSED VERTICAL <br />1 <br />2 <br />WEB; USE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />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" MAX. EA. OUTLOOKER <br />SCHEDULE FOR <br />OF TRUSSES @ EDGES <br />SHEATHING DETAIL <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4"CROSS BRACE <br />• <br />2x4 CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />USP <br />8" FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />SPT4 @ EA. <br />W/ 2 1 <br />EACH JOINT W/ (2)10d & (2) <br />EACH JOINT W/ (2) <br />STUD <br />10d TOE NAILS @ EA. END <br />10d & (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 />(2) 16d NAILS <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING () 6-d TOENAILS <br />O.C. FOR THE FIRST (4) ROWS <br />OF TRUSSES FROM EA. END 2x4'7 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 />REFER TO DETAIL J <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />ON SHEET S5 FOR <br />T N <br />SEE STRUCTURAL <br />16d NAILS <br />@ 24 O/C <br />X-BRACING, AND TOP <br />M " <br />NOTES AND NAILING <br />TOP CORD <br />SP HGAM10 W/ (4) <br />CHORD BLOCKING <br />� ;0SHEATHING <br />SCHEDULE FOR <br />DETAIL <br />USP RT16 OR <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />4"x1-3/4" WEDGE <br />INFORMATION <br />EQUAL @ EA. <br />OF TRUSSES @ <br />LTS & (4) SDS 1/4" <br />1 1 1/ .. <br />2"x4" CROSS BRACE <br />OUTLOOKER <br />24" MAX. EDGES OF <br />1 1/2" SCREWS <br />WOOD TRUSSES <br />go ;0 <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2x4 RAT RUN BRACING <br />, • <br />EACH JOINT W/ (2) <br />; <br />AT LEAST 90% OF WEB <br />AT 24 O.C. ON TOP OF <br />1 1 <br />10d & 2)10d TOE <br />( <br />LENGTH (SEE TABLE) <br />"- <br />BOTT. CHORD FOR 4 <br />-- TRUSS SPANS <br />`7uQ' <br />NAILS @ EA. END <br />GABLE TRUSS <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <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" 0/C FOR THE <br />(2)16d NAILS <br />/_ OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" 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 ROWS OF ; <br />TRUSSES FROM EA. <br />E ES AND 12" O.C. FIELD <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 />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <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 />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 />TOP OF PANEL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) <br />BLOCNG, FASTEN WITH <br />BLOCKING, <br />2x4 BLOCKING W/ <br />10dx3" @ 4" O/C <br />(2)12d TOENAILS <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 />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />SECTION <br />g <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. �S5 <br />SCALE: N.T.S. S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />1INIMUM 2x <br />;ROBS BRACING PRE-ENGINEERED <br />SEE PLAN FOR WOOD TRUSSES <br />OCATIONS) 10dx3" O/C @ 2"x4 <br />TOENAIL 6" O/C RUNNERS <br />W/ (2)16d TYPICAL <br />(2)16d PER NAILS <br />JOINT -it .. <br />'- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. S5 <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />1 GABLE TRUSS <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />6.9 1 MAX. AND LOCATION) <br />S5 <br />S5 <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 />WOOD TRUSSES <br />USP HGAM10 W/(4)-3/16"xi-3/4" - <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 />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 <br />(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 7_755;:7,_i <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 J <br />SINGLE "L" BRACING DETAIL s <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. <br />S5 SCISSOR GABLE "T" BRACE <br />AS PER HIB 91 SCALE: N.T.S. S5 <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 <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 />74" (U.N.O.) <br />"L" BRACE <br />24" <br />07- 3'-0" <br />3'-0" - V-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 />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 />tiiA <br />« <br />o <br />c� <br />CORNERJACK <br />, <br />C7 <br />a <br />Y <br />W <br />z <br />0 <br />U <br />HIP FRAMING REFERENCE PLAN <br />E <br />S5 <br />0 <br />z <br />W <br />a <br />x <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO14 CHORD BRACING 2X4 MIN. <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 />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 />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 />U' !� <br />13 <br />z M <br />0 <br />10 <br />z (0 <br />Q <br />z <br />W cn <br />4✓ w <br />0 <br />�U — <br />C <br />O w <br />m <br />~ <br />o <br />= <br />in CO <br />i� V) <br />o <br />U <br />L.LI <br />I CC,,,) CO <br />c M M <br />—8 <br />all <br />� M <br />o"00 <br />(D <br />Y <br />Q0 <br />to O j- <br />rnQo <br />A' <br />B D. <br />N.C•B •D•C <br />>vvN <br />' <br />J� <br />40- S <br />o <br />�s <br />Z •+D <br />qi;-C, <br />"Z i70 <br />4,a,� (� <br />-••r 7r S� <br />c C <br />N <br />t. <br />c � Lr <br />+m <br />Y, <br />m•... <br />p �a <br />W �'a=LSS\`° <br />To the best of the Engineer's knowledge, inform❑ation❑, 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 />1t <br />O <br />ON <br />Z <br />O I� <br />? (nMo <br />M <br />Q V) fu Lrn <br />d cn•2V' <br />aa LL Ln <br />CL <br />F- \ M <br />� U a 00 <br />a <br />z �� <br />WJ Ol0 <br />J <br />�Z <br />w <br />za <br />z <br />go <br />ce U <br />Un Z z <br />l7 -_1 X <br />Wes <br />$ o ON <br />Z o <br />ON <br />U) <br />2: z <br />oc <br />c <br />M <br />t¢— <br />LU <br />M <br />o <br />JQ <br />00 <br />U <br />= <br />fu <br />0 <br />J <br />�f <br />J <br />< <br />O <br />J <br />� <br />N <br />^ <br />LL <br />W W � <br />�Za <br />Z <br />o <br />Z <br />W <br />Ln <br />LJ_I <br />a LL <br />J <br />rl <br />di <br />o z <br />Q <br />z <br />waZ <br />Z <br />Z <br />Z <br />0 <br />LIJ <br />J <br />¢ z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION NO. 10 <br />SHEET NO. <br />S5 <br />I I I - -I;,., ''.-A . A I 1 11 1 i j I I i ITT -I-- -.1- I Tl—'— I I - - -- , —T— - I -- — -F--- <br />