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USP HGAM 10 W/ (4) <br />1/4"x1-3/4" WEDGE <br />BOLTS & (4) SIDS 114 <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 W/ (2) 16d NAILS <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <br />7 <br />7CKNAIL <br />NAILING SCHEDULE FOR USP RT16 OR EQUAL @ <br />TOPCHORD — — <br />@ 24" O.C. <br />SHEATHING DETAIL EA. OUTLOOKER 7 <br />Zx4" <br />. <br />BLOCKING FOR�—x <br />UTLOOK ER <br />FIRST FOUR <br />x <br />ROWSOF <br />45' <br />24" MAX. <br />tUSP <br />TOP CORD BLOCKING <br />45*± <br />2X4 CONT"L"B'R*ACE <br />TRUSSES @ <br />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. CM I D <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 1" BRACE TO <br />48" O.C. EACHJOINTW/(3) 10d <br />AT LEAST 90% OF WEB <br />]i <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 />U RT3A WITH 8-8d <br />7/16" OSB SHEATHING <br />a (2)10d TOE 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 />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 0dX3" @ 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 />x <br />INTO 2" 6" 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" OIC SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />\\\NOTCH <br />"L" BRACE HERE <br />@ 48" O.C. <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" 0. 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/7-1 0dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" <br />NOTE: IF EMBEDDED <br />TAPCONS. SECTION <br />r2 <br />STRAP MISSED VERTICAL <br />SECTION <br />WEB; USE <br />MSTAM36 ON OUTSIDE <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />�5 <br />FER TO DETAIL J <br />I SHEET S5 FOR <br />3RACING, AND TOP x <br />IORD BLOCKING <br />'ORMATION 00 00 <br />DOD TRUSSES <br />00 00 <br />t RAT RUN BRACING <br />24" O.C. ON TOP OF <br />7T. CHORD FOR 4 <br />�USS SPANS <br />TACHED W/ 2 - 16d <br />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 />4 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 />" W/ 2 - 16d <br />IENAILS @ 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 />6ONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />�CHITECTURAL 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 FUK ADDITIONAL IrVUKIVIA I IUN <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARIffG LOCATION 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 8 <br />ADDITIONAL INFORMATION. SCALE: N.T.S. <br />� S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2) 1 Od PER JOINT <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) 1 0dx3" O/C <br />TOENAIL 6" O/C <br />W/ (2) 16d TYPICAL <br />(2) 16d PER NAILS <br />JOINT <br />Y'v&' MIKI -CZF=r- M/qr, <br />CROSS BRACING DETAIL ( i <br />SCALE: N.T.S. � S5 <br />GABLE END BRACING DETAIL <br />2'1x4"��,) <br />RUNNE <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 />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />F16d NAILS @ 24" O/C <br />TOPCORD <br />-F BLOCKING FOR <br />USP RT1 � 613 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 />GABLETRUSS <br />1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED W/ 1 Od NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />(2) 16d NAILS <br />2x4 "T" ON TOP OF PANEL <br />�81JIA <�A <br />L� ' <br />OUTL X. <br />OOKER j2 M4A <br />BLOCKING, FASTEN WITH <br />1 Odx3" @ 4" O/C <br />\-USP HGA1 0 @ 36" <br />O.C. <br />DBL. TOP STUD WALL <br />PLATEJ�' <br />ISEE TYP SEC) <br />2x4 BLOCKING--,,,,, --2x4 "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 r5­,� <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/ 1 Od NAILS @ 4" 0. <br />TYPICAL vx-L- I - <br />GABLE TRUSS WEB --/ <br />SINGLE "L" BRACING DET 6 <br />SCALE: N.T.S. � S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" 1 O/C BLE TRUSS <br />TRUSS VERTICAL <br />USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE <br />FASTENED WITH (3) <br />SECTION 16d PER SIDE <br />SCALE: N.T.S. � �5 SCISSOR GABLE 1711 BRACE( 7� <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 />-MASONRYWALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. 0 NON - LOAD <br />BEARING LOCATIO (UNEVEN CLG.) rE <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 />1" BRACE <br />(1) 2"x4" (U.N.O.) <br />1" BRACE <br />2"x6" (U.N.O.) <br />1" BRACE <br />24" <br />0'0" - T-O" <br />31-0" - 6-0" <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) 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 />PRE-ENGINEERED <br />WOOD TRUSSES <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 />SCHEDULEFOR <br />L <br />SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />f <br />O.C. (OPTIONAL - SEE <br />ELEVATIONS) <br />I-, .. <br />SEESTRUCTURAL- <br />TOP CORD BLOCkING <br />qj USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />FOR FIRST FOUR ROWS <br />24" MnAnXi. EA. OUTLOOKER <br />XZ4 <br />SCHEDULEFOR <br />.S <br />OF TRUSSES @ EDGES <br />SHEATHING DETAIL <br />OF SHEATHING TYPICAL <br />'AL <br />Iml <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />I V <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 />EACH JOINT W/ (2) 1 Od & (2) <br />EACH JOINT W/ (2) <br />STUD <br />1 Od TOE NAILS @ EA. END <br />10d & (2) 10d TOE <br />FRAMED WALL - SEE <br />NAILS @ EA. END <br />//--2X6 <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 />IAII ') la A TnCKIAII 0 <br />2x4 PANEL BLOCKING @ 48"--� 2x4 BLOCKING <br />O.C. FOR THE FIRST (4) ROWS <br />OF TRUSSES FROM EA. END ��2x4 "T" ON TOP OF PAN EL <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/ <br />(2) 2x4 OUTLOOKER <br />8d @ 6"O/C - <br />F16d NAILS <br />@ 24" O/C <br />TOP CORD <br />WOOD TRUSSES <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />USP RT1 � 6R <br />x <br />EQUAL @ EA. <br />OF TRUSSES @ <br />OUTLOOKER <br />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/ 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) SIDS 1/4" x 1 <br />PLAN FOR <br />1/2" SCREWS <br />-�EE <br />--CONNECTION <br />2x4 "T" ON TOP OF PANEL--J I <br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />1 0dx3" @ 4" O/C (2) 12d TOENAILS <br />SECTION <br />(,*' 9 <br />SCALE: N.T.S. �5 <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/ 1 Od @ 4" O/C <br />SEE SCHEDULE FOR SIZE <br />NND 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 />HIP FRAMING REFERENCE PLAN <br />0 <br />z <br />W <br />1 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD 13RACING 2X4 MIN. <br />d <br />UJI <br />UJI <br />9 <br />9 <br />z C:) <br />LU <br />LU <br />co <br />9 <br />:;t <br />9 <br />9 <br />d <br />LU <br />9�1 <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 />W/ DROP CEILING BRACING DETAIL <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 />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 <br />ce) <br />z <br />L/) (D <br />Q) C-jD <br />IDM <br />4--) Lij <br />0 <br />U — <br />Lij <br />0 <br />v) <br />`2 <br />F- <br />E <br />0 <br />W <br />ZD <br />0 <br />v) <br />00 <br />0 <br />a) C0 <br />cm ce) <br />Uj <br />E <br />8 <br />C M Cl) <br />T.ra "I <br />00,0 <br />Qj <br />= FL 00 <br />-5 -00 <br />Of <br />0.2 i:�- <br />0 a C. <br />-1d <br />< 0 <br />0) <br />Lo 0 --t <br />A CL <br />< 6 <br />A I <br />Sao <br />N C B D C <br />jr-� . <br />s t 1 15", 110 1. <br />Le, <br />ce) <br />At <br />i&�- Ci <br />C-4 <br />­g .91zo,*... <br />E <br />CqR <br />Lau <br />-0 9,'5 <br />M�. <br />Z Z,2 <br />LL UIP S, <br />Vol: <br />0 <br />To the best of the Engineer ion, 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 seal. <br />C:) <br />z 11714 <br />0 (1) N <br />P-11 4-J C) <br />:3 %0 C:) <br />Lf) M <br />zM <br />Ln <br />Lon) L n <br />Z <br />U-0-1� <br />� ro <br />ra .-I <br />ce U CL 00 <br />< %..00 <br />z § E <br />LU <br />z <br />LU C:) <br />-i C) <br />0 <br />ED LL <br />LU Z l.- <br />LIJ co z z <br />US 0 <br />0z >. z < 0 <br />Z 0 M Of <br />z < U x < <br />z - ;:-, z <br />.,:: <br />Q z 2 : Z, <br />LU E —1 <br />-S 3:8 s <br />r*4 <br />C:) <br />LLJ 04 <br />0 z @ <br />z <br />fy) <br />W <br />LH <br />C:) <br />v--I <br />U) <br />Ln <br />0:� <br />Lu < F- 3: <br />U1 �e Ce <br />Icy— <br />LU 0 ZO 8 21 <br />0 <br />< <br />U �! t�j -,, 2 <br />0 � <br />-0 <br />Z <br />LZU �- <br />LU BYZ!as <br />0 <br />z <br />LU <br />LU Z' 0 <br />U <br />F- LLI <br />2� <br />2 8 LU <br />LL > <br />LU 0 LL Z < <br />W, 01 SO <br />>- <br />rj <br />T-4 <br />0 cyx U- <br />(n U.) x z <br />z < <br />0 <br />LU <br />j LU <br />I.— <br />c) <br />z <br />F- <br />z <br />> <br />0 <br />z <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1122 <br />JOB NO: 16-6649 <br />SHEET NO. <br />S5 <br />