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USP HGAM10 W/ (4 <br />1/4"x1-3/4" WEDGE <br />BOLTS & (4) SDS 1/ <br />x 1 1/2" SCREWS <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" OUTLOOKER7 <br />@ 24" O.C. <br />NAILING SCHEDULE FOR <br />USP RT16 OR EQUAL @ <br />TOP CHORD <br />SHEATHING DETAIL <br />EA. OUTLOOKER <br />2"x4" <br />BLOCKING FOR <br />OUTLOOKER <br />R <br />24" O.C. <br />ROWS OF <br />45' t <br />24" MAX. <br />TOP CORD BLOCKING____; <br />LOCKING <br />45°+ <br />2X4 CONT"L" BRACE <br />TRUSSES @ <br />USP RT16 OR <br />FOR FIRST FOUR <br />FASTENED Wl (2)10d <br />EDGES of 2x4 CROSSBRACE <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />3"@ 24" O/C. CMID <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />TYPICAL @ RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. <br />2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />48" O.C. EACH JOINT W/ (3) 10d <br />@ 8'-0" O/C. <br />EXTEND LEAST 90% OF <br />@ <br />MAX. & (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH @ <br />EA. END @ 48" O.C. <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 />' <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" 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 SCISSO7 <br />R 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 />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 />W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" <br />NOTE: IF EMBEDDED <br />STRAP MISSED VERTICAL <br />SECTION <br />TAPCONS. SECTION <br />2 <br />WEB; USE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />REFER TO DETAIL J <br />ON SHEET S5 FOR r r <br />X-BRACING, AND TOP r `" ' <br />CHORD BLOCKING N <br />INFORMATION co <br />1 12 1/ ". <br />WOOD TRUSSESto <br />2X4 RAT RUN BRACING <br />AT 24" O.C. ON TOP OF 1 1 2" <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 />2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />O/C W/ 2 -16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />TOENAILS @ 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 1/41' DIA. x 7" LAG SCREWS OR EQUAL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) <br />EXT. WALL CONN. @ 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"=1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS / S <br />2"x4" OUTLOOKER @ 24"- <br />O.C. W/ (2)10d PER JOINT <br />IINIMUM 2x <br />:ROSS BRACING <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 />2"x4" MIN. SEE WS5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />VVI.1 LI L(ll\II\V <br />2"x4"y <br />RUNNE <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-ENGINEERE <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 />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 />P CORD BLOCKING <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />R FIRST FOUR ROWS <br />4" MAX. EA. OUTLOOKER <br />SCHEDULE FOR <br />TRUSSES @ EDGES <br />LF <br />SHEATHING DETAIL <br />SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />I <br />2x4 CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />USP <br />2 16 <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 />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 W! () -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 />BACKNAIL W/ (2) <br />2x4 OUTLOOKER <br />16d NAILS <br />@ 24 O/C <br />TOP CORD <br />BLOCKING FOR <br />USP RT16 OR <br />FIRST FOUR ROWS <br />EQUAL @ EA. <br />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 <br />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 />2x4 7' ON TOP OF PANEL) LL' <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 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />8d @ 6"O/C <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />112" SCREWS <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS <br />@ 24 O/C <br />TOP CORD <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 />1" <br />L BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />1/211 CDX PLYWOOD OR <br />7116" OSB SHEATHING <br />ATTACHED W/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />(2) 16d NAILS <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />USP HGA10 @ 36" <br />O.C. <br />DBL. TOP <br />STUD WALL <br />PLATE <br />(SEE TYP. SEC.) <br />USP SPT24 @ EACH STUD <br />SECTION <br />4 <br />SCALE: N.T.S. <br />SCJ <br />2 x 4 BLOCKING W/(2)10d <br />TOE NAILS @ EACH END @ <br />BRACING W/(3)10d x 3" @ <br />EACH CONN. @ 24" O/C <br />MOISTURE BARRIER <br />DND BEAM <br />-MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. NON - LOAD <br />BEARING LOCATIO (UNEVEN CLG.) K�E <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 <br />ADDITIONAL INFORMATION. <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />N <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 />01011 - 3'-0" <br />3'-0" - 6'-011 <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 />6" OVERLAP <br />WI <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 />o <br />C7 <br />a <br />CORNERJACK <br />Y <br />Q <br />w <br />z <br />0 <br />U <br />, <br />HIP FRAMING REFERENCE PLAN <br />0 <br />z <br />w <br />a_ <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 <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 WE <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <br />2x4 7' BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" O.C. <br />TYPICAL OL-� <br />GABLE TRUSS WEB J <br />SINGLE "L" BRACING DETAIL s <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/C GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" 1" BRACE <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACEr7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX <br />t-CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />d <br />--- <br />— <br />— <br />— <br />w <br />0 <br />o <br />' <br />O <br />-v <br />z o <br />w <br />Q o <br />c7 1 <br />a <br />� <br />0 <br />O <br />w <br />Q <br />o <br />T <br />X <br />C¢C <br />L <br />o <br />o <br />T <br />cC <br />L <br />o <br />o <br />r <br />X <br />� <br />w <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 />a <br />M�- <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 />(D LID <br />zID <br />z <br />Q <br />O <br />O <br />W v� <br />4-j w <br />rz in <br />U — <br />LU <br />ID � <br />o <br />toZD <br />o 0 <br />U <br />m n <br />0)M <br />.�� w <br />C �a co <br />0 <br />raj <br />U <br />O p <br />N <br />N O. ^p <br />LO <br />Q°o� <br />aQo <br />Al <br />B D® <br />N C B D C <br />XC <br />LLLCCCCCiii <br />_' <br />'M s� `\. <br />N <br />�.y <br />Z <br />�q- LL <br />Z- <br />C�OQ <br />v '4A 9 E: DS• -UM •• 'Y <br />a 2 "' <br />"' f <br />W <br />{h*y�i,�°,y�, <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 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 />Z N <br />0 aU N <br />01 M O <br />M <br />Q 6; M Lin <br />M <br />a vi v- <br />aa � I^n <br />L-a. <br />z <br />fu <br />0.00 <br />Q .10 <br />E <br />z <br />Z <br />W� <br />-jo <br />to <br />W 0- 0 <br />zzZ � a <br />UI-Xyo0 <br />Oz}Oa0 <br />zQa8QQ <br />z2iwl-z <br />g W � a J <br />.r.I <br />a U O , <br />O4o��ot> <br />U x 0 - <br />ri <br />M <br />�a0z0 <br />Ce J <br />O <br />� <br />In <br />N <br />N <br />ul <br />,--I <br />Q <br />w000W <br />5OZ�O <br />.0 <br />Z <br />Z <br />O�woF- <br />W O o o z <br />z o <br />LU <br />Uw <br />~~�f <6 <br />2! <br />8r—I <br /><aaoS <br />��°za <br />rl <br />¢a� <br />z <br />O <br />M <br />a�U- <br />.. <br />.. <br />> <br />�— <br />z <br />g <br />z <br />O <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1122 <br />JOB NO: 17-2861 <br />SHEET NO. <br />S5 <br />u� <br />U <br />