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SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />TOP CHORD --- <br />OR � <br />BLOCKING F <br />FIRST FOUR <br />ROWSOF <br />TRUSSES @ <br />EDGES OF 2aA CRO LB <br />TYPICAL @ RIDGE FASTENED AT <br />SHEATHING APPROX. 8" FROM <br />48"O.C. EACHJOINTW/(3) 10d <br />MAX. & (2)10d TOE NAILS @ <br />EA. END @ 48' O.C. <br />TOENAIL W1 (2) 16d NAILS AND <br />SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS <br />2"x4"OUTLOOKER NAILING SCHEDULE FOR <br />USP RT16 OR EQUAL @ <br />@ 24- O.C. 7 SHEATHING DETAIL EA. OUTILOOKER 2"x4' <br />OUTLOOKER <br />@ 24- O.C. <br />45- <br />24" MAX. <br />45*± <br />TOP CORD BLOCKING 45*± <br />2X4 CONrL"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 />"L" BRACE TO EXTEND <br />2X4 KICKER <br />SHEATHING TYP. 2X4 KI KERN <br />2x8 SYP#2 "L" BRACE TO <br />EXTEND @ LEAST 90% OF <br />AT LEAST 90% OF WEB <br />@ V_OF <br />O/C <br />@ 8'-0- O/C. <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH @ <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />2x6 P.T. <br />ABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />SILL <br />1/2"CDX PLYWOOD OR <br />EACH JOINT W/ (2) 1 Od <br />USP RT3A WITH 8-8d <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TP <br />AT7ACHED W/ 10d <br />EA. END <br />BLOCKING <br />NAILS @ 6' O.C. EDGES <br />r' YPSUM WALL BOARD <br />W LL <br />M A <br />GABLE TRUSS <br />AND 12"O.C. FIELD <br />HE FIRS <br />2'x4' PANEL BLOCKING @ 48' O.C. FOR THE FIRST <br />1/2"CDX PLYWOOD OR <br />/-lOdX3" @ 3N O/C <br />JBOARD <br />P. BO TTOM <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7/16" OSB SHEATHING <br />im ra <br />THROUGH CHORD <br />ATTACHED W/ 1 Od NAf LS <br />INTO 2"x6m P.T. PLATE <br />2'x4" LEDGER (MATCH BOTTOM CHORD <br />@ 6' O.C. EDGES AND 12- <br />2x4 "r ON TOP OF PANEL BLOCKING, <br />\-WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD <br />-0 <br />FASTENWITH 10dx3"@4"0/C SPACED <br />INSTALLED PER MANUF. <br />2"A" P.T. SILL NOTCH "L" BRACE HERE <br />@ 48' O.C. <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED <br />?gj <br />5/8"x 10""J" BOLT @ 32"O.C. MINIMUM 6"FROM— <br />USP HTA20 OR EQ. @ V-0- O.C. TYPICAL. INSTALLED PER MANUF. <br />PLATE SPLICES W1 3/16"x2m 0 PLATE WASHER <br />USP HTA20 @ EA TRUSS <br />4'-0" <br />ALTERNATE USP LSTA1 8 STRAIGHT STRAP @ 4 -0" MOISTURE BARRIER <br />. <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />VERT. WEB (24" O/C MAX.) Wn.j0dxj 1/2"AND TO MASONRY W/ (3) 3/16'x 2 1/4' <br />TAPCONS. <br />STRAP MISSED VERTICAL SECTION <br />NOTE: IF EMBEDDED SECTION 62 <br />WEB; USE <br />SCALE: N.T.S. <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. <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 />N N I-, <br />SEE STRUCTURAL - <br />TOP CORD BLOCkING <br />kNG <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />OWS <br />FOR FIRST FOUR ROWS <br />AX. <br />24" MAX. EA. OUTLOOKER <br />SCHEDULE FOR <br />OFTRUSSES @EDGES <br />DGES <br />SHEATHING DETAIL <br />OF SHEATHING TYPICAL <br />PICAL <br />DOUBLE TOP PLATE <br />2"x4"CROSS BRACE <br />Y..zl-- <br />OS S BRACE APPROX. <br />APPROX. 8" FROM <br />US <br />USP <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 />"/� <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 />\ <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />W/ ( <br />) 1 <br />-d T <br />ENAILS <br />2x4 PANEL BLOCKING @ 48" <br />2x4 BLOCKING <br />O.C. FOR THE FIRST (4) ROWS <br />OF TRUSSES FROM EA. END _V2x4 "T" ON TOP OF PANEL <br />TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH <br />W/ (2) 16-d TOENAILS 1 Odx3" @ 4' O/C <br />2x4 LEDGER (MATCH BOTTOM <br />CHORD SLOPE OF ADJACENT <br />TRUSS) <br />SECTION <br />LL <br />SCALE: N.T.S. <br />,_�REFER TO DETAIL J <br />SEE STRUCTURAL <br />2x4 OUTLOOKER <br />BACKNAIL W/ (2) <br />16d NAILS @ 24" O/C <br />ON SHEET S5 FOR <br />Cn Cn <br />NOTES AND NAILING <br />TOP CORD <br />X-BRACING, AND TOP <br />SCHEDULE FOR <br />BLOCKING FOR <br />USPHGAM10WI(4)—\ <br />CHORD BLOCKING <br />to <br />SHEATHING DETAIL <br />USP RT1 6 OR <br />FIRST FOUR ROWS <br />1/4"XII-3/4" WEDGE <br />INFORMATION <br />EQUAL @ EA. <br />E� <br />OF TRUSSES @ <br />BOLTS & (4) SDS 1/4' <br />2*X4"CROSS BRACE - <br />OUTILOOKER <br />24" MAX. EDGES OF <br />x 1 1/2" SCREWS <br />WOOD TRUSSES <br />to <br />Go lio <br />APPROX. 8" FROM <br />I <br />SHEATHING TYP. <br />7- <br />RIDGE FASTENED AT <br />KE <br />"L" BRACE TO EXTEND <br />2X4 RAT RUN BRACING <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />AT 24"O.C. ON TOP OF <br />v <br />10d & (2) 10d TOE <br />LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />TRUSS <br />TRUSSSPANS <br />ATTACHEDW/2-16d <br />2X4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />AT EA. TRUSS JOINT <br />@ 48" O/C FOR THE <br />(2) 16d NAILS <br />OSB SHEATHING ATTACHED <br />(2) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2"x 4" LAMINATIONS W1 (1) ROW (3) 2"x 6" LAMINATIONS W1 (2) ROWS OF <br />FIRST (4) ROWS OF <br />W/ 1 Od NAILS @ 6- O.C. <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />ES AND 12" O.C. FIELD <br />2A BLOCKING @ 24' <br />(D = 0.148', L = 3") OR EQUAL (D = 0.207', L 4 1/2') OR EQUAL (D = 0.207', L = 4 1/2') OR EQUAL <br />END TYP. TOP & <br />TRUSS <br />O/C W/ 2 - 16d <br />/-JACK <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 5 1/2" LAG SCREWS OR EQUAL <br />W/ (2) 16-d TOENAILS - <br />- - <br />ONNECTION <br />MASONRY WALL <br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH <br />2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL <br />2X4"r ON TOP OF PANE <br />4-1: <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) <br />BLOCKING, FASTEN WITH <br />2X4 BLOCKING W/T7. <br />1063' @ 4- O/C <br />(2)12dTOENAILS I. <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 />7__T <br />NON - LOAD BEARING <br />LOCATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 <br />SECTION <br />r9 <br />SEE TYP. WALL SECTION FOR <br />SCALE: 3/4" V-0" <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />SCALE: N.T.s. <br />IINIMUM 2X <br />,ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) <br />(2) 16d PER <br />JOINT <br />2'X4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />12 <br />6.9 MAX. <br />S5 <br />GABLE END BRACING DETAIL <br />GABLE TRUSS <br />2'x4' OUTILOOKER @ 24' <br />O.C. W/ (2) 10d PER JOINT <br />1 OdX3" O/C <br />TOENAIL-j 6"O/C <br />W/ (2) 16d TYPICAL <br />NAILS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />!'U'BRACE W/ 10d Q 4"O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />CONT. BEARING <br />MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />6" OVERLAP <br />M <br />S5 <br />BRACE W/ 10d @ 4- O/C <br />SEE SCHEDULE FOR SIZE <br />kND LOCATION) <br />GABLE END BRACING DETAIL SCALE: 3/4"=V-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 HGAM 10 W/(4)-3/16"xl -3/4" <br />WEDGE BOLTS & (4) SDS 1/4' X 1 <br />1/2"SCREWS <br />BACKNAIL W1 (2) <br />@ 24' O/C <br />r <br />TOP CORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />USP RT16 OR <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 />X <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 />1 Odx3" @ 4" O/C <br />SP HGA10 @ 36' <br />O.C. <br />DBL. TOP <br />STUD WALL <br />PLATE (SEE TYP <br />SEC <br />) <br />2x4 BLOCKING —2x4 "T" BLOCKING <br />@ 48' O.C. <br />16d NAIL <br />"L" BRACE <br />ATTACHED W/, <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE 111 BRACING DE 11_r5-� <br />SCALE: N.T.S. <br />2x4"T"BLOCKING <br />2X4 BLOCKING @ <br />48" O.C. <br />1 6d NAIL <br />1" BRACE ATTACHED <br />W1 1 Od NAILS <br />TYPICAL <br />@ 4' 0. <br />4� <br />L <br />GABLE TRUSS WEB -J <br />SINGLE "L" BRACING DETAIL 6 <br />S5 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />48 " O/C <br />-GABLE TRUSS <br />TRUSS VERTICAL <br />. <br />. <br />(2) 2'x8- 'L" BRACE <br />USP SPT24 @ EACH STUD <br />FASTENED WITH (3) <br />ER SIDE <br />SECTION 16d P <br />SCISSOR GABLE "T" BRACE <br />SCALE: N.T.S. <br />AS PER HIB 91 SCALE: N.T.S. <br />2 x 4 BLOCKING W/(2) 1 Od <br />TOE NAILS @ EACH END @ <br />24- O/C (TYP) <br />\-BRACING W/(3) 1 Od x 3" @ <br />\EACH CONN. @ 24"O/C <br />-MOISTURE BARRIER <br />\-BOND BEAM <br />ARCHITECTURAL FINISH <br />-MASONRYWALL <br />EXT. WALL CONN. @ NON - LOAD <br />BEARING LOCATION (UNEVEN CLG.) E <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 <br />ADDITIONAL INFORMATION. <br />1" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L"BRACE <br />(1) 2'A" (U.N.O.) <br />"L"BRACE <br />2"X6' (U.N.O.) <br />"L"BRACE <br />24" <br />0'011 - 31-0" <br />T-0" - V-01" <br />V-10" & GREATER <br />SCISSOR GABLE - (1) 2"W" #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 CABLE. <br />2)"L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dX3' NAILS @ 4' O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />@ EACH STUD <br />ENDJACK <br />1 T-01" MAX. <br />CORNERJACK <br />z <br />0 <br />HIP FRAMING REFERENCE PLAN <br />z <br />I <br />20'-0" MAX 20'-O"MAX <br />'X" BRACE SEE DET. J/S5 r- CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. <br />Q q <br />'416 <br />I�AI�111 <br />11 <br />- <br />M <br />lin- <br />I <br />III <br />1111111 <br />M <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2)7 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 />� a: <br />2 �_ <br />TOP & BOTTOM CHORD <br />GABLE END BRACING @ <br />4'-O"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 W1 <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 />a <br />0 <br />Z <br />< <br />Q) <br />V) QD <br />Q) <br />4--J <br />M <br />U <br />LU <br />0 <br />U1 <br />Ln <br />E <br />0 <br />I M. <br />rn <br />0 <br />LU <br />8 <br />,- <br />0 v) <br />gt <br />LL <br />CL 0 <br />< &19 <br />I <br />01 <br />N*C B D-C <br />a <br />D <br />Itt <br />% <br />un, <br />a.. <br />Ig <br />J <br />U. <br />1M -.1'r <br />v 75 C--; <br />0 <br />z <br />LLW <br />Z:e <br />k <br />OF Llf <br />— <br />a%N <br />El <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 5 h Edition (2014) Residential. Engineer's signature <br />and se�.tl is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />Z r-4 <br />0 (v r-, <br />(A Fri <br />z <br />%. <br />4-J <br />U) (0 In <br />'a <br />0 <br />4) — In <br />L_ LL <br />z <br />M <br />CL <br />z E N-0 <br />z <br />LU <br />W <br />._j a <br />65 ZO <br />Uj Z W1 <br />i � CL <br />CO x <br />8 00 <br />0 z >. < L) <br />CL <br />z <br />z z <br />z <br />W- <br />V-4 <br />C) <br />fy) <br />CD <br />T-4 <br />r".. <br />Ln <br />Ln <br />0 <br />z <br />1500M <br />r- ul 2d 2 <br />0 6!i <br />z <br />ED <br />z <br />LU <br /><� <br />ffizi <br />V) <br />8 <br />>7 <br />-I <br />r*4 <br />6z� <br />CD <br />V.., <br />I -W U.1 <br />o <br />z <br />LU <br />> <br />a . <br />�- <br />0 <br />z <br />z <br />-j <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />15v25 <br />JOB NO: 17-4135 <br />SHEET NO. <br />S5 <br />