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USP HGAM1 0 W/ (4 <br />114"xl -3/4" WEDGE <br />BOLTS & (4) SDS 1/ <br />x 11/2" SCREWS <br />SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2) 16d NAILS <br />NAILING SCHEDULE FOR <br />SEE STRUCTURAL NOTES AND BACKNAILW/(2)16d NAILS <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <br />7 <br />NAILING SCHEDULE FOR USP RT16 OR EQUAL @ <br />TOPCHORD __�7 <br />@ 24" O.C. <br />SHEATHING DETAIL EA. OUTLOOKER <br />21tx4l' <br />. <br />BLOCKING FOR j <br />OUTLOOKER <br />FIRST FOUR <br />4" O.C. <br />ROWSOF <br />45* t <br />24" MAX- <br />TOP CORD BLOCKING <br />45'±_ <br />45'± <br />2X4 CONT"L" BRACE <br />TRUSSES @ <br />\-USP RT16 OR <br />FOR FIRST FOUR <br />FASTENED W/ (2) 1 Od <br />EDGES OF 2x4 CRO§§ BRACE <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 />1" BRACE TO EXTEND <br />SHEATHING TYP. <br />2X4 KICKER <br />X4 KI KERN <br />2x8 SYP#2 1" BRACE TO <br />48" O.C. EACHJOINTW/(3) 10d <br />AT LEAST 90% OF WEB <br />@ 8, OF <br />O/C <br />@ 8'-0'. O/C. <br />EXTEND @ LEAST 90% OF <br />MAX. & (2)10d TOE NAILS @ <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 />EACHJOINTW/(2) 10d <br />USP RT3A WITH 8-8d <br />7/16- OSI3 SHEATHING <br />&(2)10dTOE NAILS@ <br />FROM LEDGER TP <br />ATTACHED W1 1 Od <br />EA.END <br />BLOCKING <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />F�1/2" <br />GABLE TRUSS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />CDX PLYWOOD OR <br />10dX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7/16" OSB SHEATHING <br />THROUGH CHORD <br />CORD ATTACHED W/ (2) 16-d TOENAILS <br />7 <br />ATTACHED W/ 10d NAILS <br />IL <br />INTO 2'x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />A <br />@ 6" O.C. EDGES AND 12" <br />2x4 "T" ON TOP OF PANEL BLOCKING-:- <br />WEEPSCREED <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 />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 />70HOO <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" <br />MOISTURE BARRIER <br />r- r] l'? v & c-^. O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />VERT. WEB (24" O/C MAX.) W/7-1 0dx1 1/2" AND TO MASONRY W1 (3) 3/16"x 2 1/4" <br />NOTE: IF EMBEDDED TAPCONS. <br />STRAP MISSED VERTICAL SECTION SECTION <br />WEB; USE SCALE: N.T.S. <br />MSTAM36 ON OUTSIDE �, �5 SCALE: N.T.S. <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />N <br />SEE STRUCTURAL <br />X-BRACING, AND TOP <br />x <br />NOTES AND NAILING <br />CHORD BLOCKING <br />SCHEDULE FOR <br />INFORMATION <br />00 ;o <br />SHEATHING DETAIL <br />111,2 <br />2"x4" CROSS BRACE <br />WOOD TRUSSES <br />00 00 <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />V2- <br />10d & (2) 10d TOE <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />TRUSSSPANS <br />ATTACHED W/ 2 - 16d <br />2x4 PANEL BLOCKING <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" O/C FOR THE <br />FIRST (4) ROWS OF <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />O/C W/ 2 - 16d <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 />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <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 />W1 (2) 16-d TOENAILS <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 />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) <br />EXT. WALL CONK 0 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARIiTG LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 <br />ADDITIONAL INFORMATION. SCALE: N.T.S. �,S5_) <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2) 1 Od PER JOINT <br />IINIMUM 2x <br />'ROSS BRACING PRE-ENGINEERED <br />3EE PLAN FOR <br />OCATIONS) 1 Odx3" O/C @ 211x4" <br />TOENAIL 6" O/C RUNNERS <br />W1 (2) 16d TYPICAL <br />(2) 16d PER NAILS <br />JOINT <br />L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. 1:E) <br />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 />SCALE: N.T.S. <br />% <br />..4 A 1, <br />CONT. BEARING <br />. -GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />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) 10d x 3" @ <br />EACH CONN. @ 24" O/C <br />--,\\\—MOISTURE BARRIER <br />\-BOND BEAM <br />11:�MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. 0 NON - LOAD <br />BEARING LOCATIO (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />F16d NAILS @ 24" O/C <br />BLOCKING FOR <br />USP RT1 16i 6R IRST FOUR ROWS <br />EQUAL @ EA. OF TRUSSES @ <br />OUTLOOKE <br />SHEATHING TYP. <br />1" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />GABLETRUSS <br />1/2" CDX PLYWOOD OR <br />1< 7/16" OSI3 SHEATHING <br />t 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 />'e' <br />B1 Odx3" @ 4" O/C <br />USP HGA10 @ 36" <br />O.C. <br />DBL. TOP STUD WALL <br />PLATE 7,,, <br />. EE TYP SEC I <br />2x4 BLOCKING_�,, x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />1" BRACE <br />ATTACHED W/ <br />1 Od NAILS @:4�" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE 1" BRACING DETAIL <br />LE: 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 <br />TYPICAL <br />GABLE TRUSS WEB ` <br />SINGLE 1" BRACING DETAI <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C <br />75TE-7 GABLE TRUSS <br />TRUSS VERTICAL <br />USP SPT24 @ EACH STUD (2) 2"x8" 1" BRACE <br />FASTENED WITH (3) <br />SECTION 16d PER SIDE <br />SCALE: N.T.S. � �5 SCISSOR GABLE "T" BRACEr7 <br />AS PER HIB 91 SCALE: N.T.S. \,_ S5 <br />20'-0" MAX 20'-0" MAX <br />"X- BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. <br />a <br />z <br />NOTE: <br />ITOP <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />& 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)'T'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 />SCALE: N.T.S. � S5 AS PER BCSI 1-03 SCALE: N.T.S. <br />1" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />1" BRACE <br />(1) 2"x4" (U.N.O.) <br />1" BRACE <br />2"x6"(U.N.O.) <br />1" BRACE <br />2411 <br />010" - T-01' <br />31-01' - 6'41 <br />6-01" & 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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. <br />3) SEE 6/S5 FOR MORE INFO, <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />SEE <br />STRUCTURAL — <br />NOTES <br />AND NAILING BACKNAIL W/ (2) 16d NAILS <br />SCHEDULEFOR <br />SHEATHING <br />DETAIL 2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />ELEVATIONS) <br />SEE STRUCTURAL <br />TOP CORD BLOCkING U RE UAL <br />FOR FIRST FOUR ROWS MAX. EA. OUTLOOKER <br />SCHEDULEFOR <br />OF TRUSSES @ EDGES �t <br />SHEATHING DETAIL <br />OF SHEATHING TYPICAL DOUBLE TOP PLATE <br />2"x4"CROSS BRACE <br />2x4 CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />USP 8" FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) <br />EACH JOINT W/ (2) <br />STUD 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 7116" <br />@ 48" O/C FOR THE <br />)SB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />W1 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />AND 12" O.C. FIELD <br />WF:f <br />END TYP. TOP & <br />(2) 16d NAILS <br />BOTTOM ATTACHED <br />2x4 PANEL BLOCKING nty 48"A 2x4 BLOCKING <br />W/ (2) 16-d TOENAILS <br />O.C. FOR THE FIRST (4) ROWS <br />IAV2x4 <br />OF TRUSSES FROM EA. END "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 />SCALE: N.T.S. <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />/_16d <br />NAILS F@ 24" O/C <br />TOP CORD <br />_17 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" 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 />Ti`)QQ QWPATWlK1r'_ A-rrArWr—r) <br />8d @ 6"O/C <br />WOOD TRUSSES <br />(2) 16d NAILS W/ 10d NAILS @ 6" O.C. <br />ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" - <br />JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 <br />EE PLAN FOR 1/2" SCREWS <br />ONNECTION <br />2x4 "T" ON TOP OF PANEL--/ LL!i <br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ �7�, <br />1 0dx3" @ 4" O/C (2)12dTOENAILS H. <br />71 <br />SECTION <br />SCALE: N.T.S. <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 />k. @ 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 />HIP FRAMING REFERENCE PLAN <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />2X4 BRACING @ 48" O.C. CONTINUOUS <br />TO FIXED LOCATION ATTACHED W/ <br />2-1 Od @ 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 LO <br />z ce) <br />a <br />z <br />Ell <br />z <br />0 <br />V) 0 <br />Q) V—) <br />+_j U-1 <br />0 LU <br />V) 0f <br />U0 :D <br />-Em <br />E <br />0 <br />U) <br />0 M <br />2 CD <br />Co <br />LU <br />E <br />0 (71) <br />t7i co <br />c w ") <br />M- 20 24 <br />8 <br />00, <br />0 <br />U) CL 0 <br />CM <br />< 0 <br />A <br />8 D. <br />N C B D C <br />F <br />It iji� <br />v;i <br />CD <br />zC; 119 <br />21 <br />Vjri,q 4.4-11M <br />9 <br />S -,:2 <br />ij- <br />< <br />-A co <br />'�4 <br />iel`llft�k <br />< <br />ZZ, <br />Ma 0 r- <br />z ";E EJR�_ <br />3t_ <br />W <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 sea], <br />C) <br />C1 <br />Z r-4 <br />0 0) N <br />P-4 4-J C:) <br />V) 53 110 <br />�>. (n M C8 <br />(y) N <br />M Lh <br />Z <br />CIO -2 Ln <br />U_ <br />Ce M <br />CL 00 <br />z E <br />z <br />W <br />LU CD <br />IWO <br />uj z <br />U, z <br />co IU <br />l.- U, 0,0x <br />z 8 <br />Z. zz <br />q <br />C>L 0 <br />Lo <br />04) a 0 <br />U X: Lu Cj <br />0 <br />Z 0 <br />Lu <br />Nr <br />0 <br />Ln <br />r1j <br />r_j <br />Ln <br />< <br />CL <br />0;� <br />0 <br />< <br />C:) <br />U LLI <br />8 <br />C) <br />'P, LZU <br />z :CDY <br />Z <br />LU 0 21 :03 0 <br />_j < U r- <br />Uj <br />L. �i;5 <br />Uj LLJ 0 LL z <br />C:) <br />!� <br />D <br />>- <br />Lr) <br />cyx U_ Z <br />z < <br />LU <br />x <br />U. <br />z <br />LLJ <br />z <br />> <br />z <br />2_4 <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: EPAND <br />VERSION NO. <br />100 <br />JOB NO: 17-1799 <br />SHEET NO. <br />S5 <br />