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USP HGAM 10 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 BACKNAILW/(2)16d NAILS <br />SHEATHING DETAIL <br />2"x4" OUTLOOKERz <br />@ 24" O.C. <br />NAILING SCHEDULE FOR USP RT1 6 OR EQUAL @ <br />TOPCHORD <br />SHEATHING DETAIL EA.OUTLOOKER <br />2"x4" <br />BLOCKING FOR�_X.. <br />OUTLOOKER <br />FIRST FOUR <br />7A <br />x <br />@ 24" O.C. <br />ROWSOF <br />45' <br />24" MAX. <br />f2U. " M X <br />TOP CORD BLOCKING <br />45*± <br />4 <br />2X4 CONT"L" BRACE <br />TRUSSES @ <br />S P RT16 OR <br />FOR FIRST FOUR <br />FASTENED W/ (2) 1 Od <br />EDGES OF 2x4 CROSS 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 />x <br />48" O.C. EACH JOINT W/ (3) 1 Od <br />AT LEAST 90% OF WEB <br />@ 8'-0" O/C. <br />Ej <br />EXTEND @ LEAST 90% OF <br />MAX. & (2)1 Old TOE NAILS @ <br />/r <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" OSB SHEATHING <br />& (2)1 Od 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 />1 OdX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7116" OSB SHEATHING <br />r <br />THROUGH CHORD <br />CORD ATTACHED W/ (2) 16-d TOENAILS <br />ATTACHED W/ 1 Od NAILS <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 BLOC <br />\-WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FIELD <br />FASTEN WITH 10dxY @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH 1" BRACE HERE <br />@ 48" O.C. <br />MOISTURE BARRIER <br />5 8" x 10" "J" BOLT @ 48" O.C. <br />\-WEEP <br />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 />T <br />INSTALLED PER MANUF. <br />PLATE SPLICES W1 3/16"x2" 0 PLATE WASHER <br />USP HTA20 @ EA. TRUSS <br />ALTERNATE USP LSTA1 8 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/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" <br />NOTE: IF EMBEDDED <br />TAPCONS. <br />SECTION <br />STRAP MISSED VERTICAL <br />SECTION <br />WEB; USE <br />MSTAM36 ON OUTSIDE <br />SCALE: N.T.S. <br />�5 <br />SCALE: N.T.S. <br />\\ �5 <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP x <br />CHORD BLOCKING <br />00 00 <br />INFORMATION <br />111J2 <br />WOOD TRUSSES <br />00 00 <br />2X4 RAT RUN BRACING <br />AT 24" O.C. ON TOP OF <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 />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />2X4 BLOCKING @ 24 (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 />O/C W/ 2 - 16d <br />TOENAILS @ EA. END NOTES: <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 />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 1/4" 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 BEARIIqG LOCATION � �D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS r8 <br />2"X4" OUTLOOKER @ 24f'- <br />O.C. W/ (2) 10d PER JOINT <br />1INIMUM 2x <br />'ROSS BRACING <br />-�7 <br />SEE PLAN FOR <br />OCATIONS) 1 Odx3" O/C <br />TOENAILJ 6" O/C <br />W/ (2) 16d TYPICAL <br />(2) 16d PER <br />NAILS <br />JOINT <br />­­ww ww wiv, tr­­ 2'W" MIN, SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />GABLE END BRACING DETAIL <br />RUN <br />ALTERNATE NON —DROP <br />GABLE END DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />SEE STRUCTURAL - <br />NOTES AND NAILING <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />ZX4" 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 />SEESTRUCTURAL <br />NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS <br />SCHEDULE FOR <br />SHEATHING DETAIL 2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />ELEVATIONS) <br />SEE STRUCTURAL- <br />IG <br />L <br />TOP CORD BLOCkING <br />USP RT1 6 OR EQUAL @ <br />NOTES AND N AILING <br />FOR FIRST FOUR Rows <br />24" MAX. EA. OUTLOOKER <br />SCHEDULE FOR <br />OFTRUSSES @EDGES <br />SHEATHING DETAIL <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />S BRACE APPROX. <br />APPROX. 8" FROM <br />USP <br />8" FROM RIDGE FASTENED A T <br />RIDGE FASTENED AT <br />SPT4 @ EA. <br />EACH JOINT W/ (2) 1 Od & (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 />ALL 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 />BO TTOM ATTACHED <br />W/ ( <br />) <br />6-d <br />O <br />NAILS <br />2x4 PANEL BLOCKING 48"A 2x4 BLOCKING <br />O.C. FOR THE FIRST (4) ROWS <br />OF TRUSSES FROM EA. END \�2x4 "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 />W/ <br />2x4 OUTLOOKER <br />(2) <br />8d @ 6"O/C <br />F16BACKNAIL <br />d NAILS <br />@ 24'f O/C <br />42� <br />TOPCORD <br />WOODTRU SSES <br />_17. <br />BLOCKING FOR <br />x <br />USP RT1 6 OR <br />FIRST FOUR ROWS <br />EQUAL @ EA. <br />OF TRUSSES @ <br />OUTLOOKER <br />24" MAX. EDGES OF <br />21 <br />SHEATHING TYP. <br />BRACE TO EXTEND <br />r'L" <br />A'T LEAST 90% OF WEB <br />LENGTH ( EE TABLE) <br />TRUSS <br />1/2" CDX PLYWOOD OR 7/16" <br />(2) 16d NAILS <br />­'ll <br />OSB SHEATHING ATTACHED <br />t <br />W/ 1 Od NAILS @ 6" O.C. <br />ED ES AND 12" O.C. FIELD <br />USP HGAM10 W/(4)-3/16"x1-3/4" <br />JACK TRUSS <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />EE PLAN FOR <br />r <br />1/2" SCREWS <br />�,M._��SCONNECTION <br />2X4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1 Odx3" @ 4" O/C <br />SECTION <br />("9 <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 />AND 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 />2X4 BLOCKING W/ <br />(2)12d TOENAILS <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS @ 24" O/C <br />—F BLOCKING FOR <br />LTOP CORD <br />USP RT1 d 6R FIRST FOUR ROWS <br />EQUAL @ EA. OF TRUSSES @ <br />OUTLOOKER 24" MAX. - <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 PL <br />YWOODOR <br />7/16" OSB SHEATHING <br />ATTACHED W/ 1 Old NAILS <br />t <br />@ 6" O.C. EDGES AND 12" <br />I <br />O.C. FIELD <br />/_(2) 16d NAILS <br />1�2x4 "T" ON TOP OF PANEL <br />"MATX <br />r5o <br />BLOCKING, FASTEN WITH <br />1 Odx3" @ 4" O/C <br />USP HGA1 0 @ 36" <br />O.C. <br />DBL. TOP <br />PLATE STUD WALL <br />(SEE TYP <br />SEC <br />) <br />2x4 BLOCKING-,,, --W"T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />1 Od NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS W <br />B <br />DOUBLE 1" BRACING DETAIL <br />SCALE: N.T.S. �Iil� <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />1" BRACE ATTACHED 16d NAIL <br />W/ 1 Od NAILS @ 4" 0. <br />TYPICAL <br />JW�h_j <br />�4 <br />GABLE TRUSS WEB <br />SINGLE 1" BRACING DETAILr6 <br />SCALE: N.T.S. �5 <br />DIAPHRAGM <br />BLOCKING @ —4 <br />48" O/C <br />1 7 rT5�� <br />,-GABLE TRUSS <br />TRUSS VERTICAL <br />. <br />. <br />(2) 2"x8" 1" BRACE <br />USP SPT24 @ EACH STUD <br />- FASTENED WITH (3) <br />16d PER SIDE <br />SECTION 4� <br />SCISSOR GABLE "T" BRACE <br />SCALE: N.T.S. <br />�5 <br />AS PER HIB 91 SCALE: N.T.S. <br />2 x 4 BLOCKING W/(2) 1 Old <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 />1" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />1" BRACE <br />(1) 2"X4" (U.N. 0.) <br />1" BRACE <br />2"X6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-01' <br />3-4- - 6-101" <br />6-121" & 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 10dx3" NAILS @ 4" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />@ EACH STUD <br />HIP FRAMING REFERENCE PLAN <br />z <br />W <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -i frCONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. <br />< <br />d <br />U.1 <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />L6 <br />U <br />= <br />9 <br />9 <br />z b <br />W -1 <br />W <br />< 9 <br />0 ;It <br />9 <br />d <br />LU <br />9 <br />I <br />b <br />C) <br />_71 <br />> <br />< <br />A <br />9 <br />LU <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 />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 />0 l4r) <br />- <br />z 4:1) <br />C) <br />z <br />< <br />L/) (D <br />Q) — <br />U-j <br />0 Uj <br />0� <br />E <br />0 <br />in <br />U) co <br />00 <br />r- <br />C14 <br />LU <br />E <br />0 <br />0 co <br />0) co <br />C', C, <br />0 <br />(n <br />00 <br />ca 00 <br />0) <br />CL(D <br />_Ix <br />0 <br />U) CL 0 <br />Lo 0 t <br />< 0 <br />1 0) <br />Iq CL <br />0)< 6 <br />A <br />0 <br />I <br />D. <br />N C�B D C <br />- ----- <br />c" <br />��N' r <br />c, Z, <br />S. <br />LIE ail <br />W. . <br />8wCL:L-. -. <br />0 <br />FLO <br />Z %2,6Ec?-f ........ <br />RL <br />< <br />, 0";�, ` C S Ski <br />N " _!, <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 />0! <br />C:) <br />C:) <br />z 171-4 <br />0 (v r-, <br />1 4-J C:) <br />V) '- tD <br />C:) <br />zN <br />> <br />C) <br />4.1 (0 Ln <br />(lun In <br />LL_ <br />zC) <br />>, <br />cl� U _j <br />CL 00 <br />< <br />z § E <br />z C:) <br />W <br />W <br />_j C) <br />%�o <br />V_ <br />0 <br />. Zo <br />-, <br />LU Zz 1.- 4 CL <br />uj co < uz, �*, Of <br />8 2: (n a 0 <br />z >- ZO g 0 <br />z of <br />z U 2: < <br />1­_ < <br />ZZ <br />z: WZ <br />Up � -u-il <br />C:) <br />U 0 U') <br />=3:uo <br />0 Ln 0 0 <br />UMO UJN <br />i.- C� <br />0- 0 z <br />uj z <br />2 LH <br />C:) <br />v__q <br />N <br />Ln <br />(1*4 <br />r_4 <br />In <br />< <br />uj _j <br />01� <br />z U a <br />Li Coe <br />0 <br />< <br />U U, Ln <br />z LL <br />8 0, Coe <br />_0 <br />170 <br />Z <br />- I,_ <br />ZCYZ z <br />�j �r =5 OZ <br />wo -< 0, <br />LU <br />;..0 <br />0 2 <br />� 5 - �i <br />0 8 US F- <br />U- U_ > 0 & <br />C) <br />LU 0 u- z < <br />� �! Lu x 0 <br />< < t-0 n <br />Ln <br />Z) Z).:c <br />0 (Y 2 W 0 <br />U') Ln U_ z <br />0 <br />-j8z< <br />_j W LU uj <br />I_- <br />(=) <br />LL <br />z <br />LU <br />> <br />0 <br />Z <br />z <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />iso <br />JOB NO: 17-1427 <br />SHEET NO. <br />S5 <br />P <br />= <br />