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USP HGAM10 W1 (4) <br />1/4"x1-3/4" WEDGE <br />BOLTS & (4) SIDS 114 <br />x 11/2" SCREWS <br />IIIE31111111 <br />110111111 <br />SEE STRUCTURAL----\ <br />SEE STRUCTURAL NOTES AND <br />TOENAIL W1 (2) 16d NAILS <br />NOTES AND NAILING <br />BACKNAIL W/ (2) 16d NAILS <br />2x4 BLOCKING <br />x4 'IT" BLOCKING <br />NAILING SCHEDULE FOR <br />SEE STRUCTURAL NOTES AND BACKNAILW/(2)16d NAILS <br />SCHEDULE FOR <br />@ 48" O.C. <br />6d NAIL <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <br />@ 24" O.C. 7 <br />NAILING SCHEDULE FOR USP RT16 OR EQUAL @ <br />SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24- <br />1" BRACE <br />TOP CHORD -- o- <br />SHEATHING DETAIL EA. OUTLOOKER <br />21vx4" <br />O.C. (OPTIONAL - SEE <br />.D <br />ATTACHED W/ <br />BLOCKING! F OR <br />— <br />x <br />11-117 <br />� I <br />OUTLOOKER <br />ELEVATIONS) <br />2x4 OU <br />A� <br />-BACKNAIL W1 (2) <br />4 <br />10d NAILS @ 4' <br />FIRST FOUR <br />@ 24" O.C. <br />SEE STR <br />L <br />Al <br />ROWSOF <br />45* t <br />24" MAX. <br />TOP CORD BLOCKING <br />45*± <br />4 :1 <br />x <br />2X4 CONT"L" BRACE <br />TOP COR BLOCkING <br />6 R EQUAL @ <br />NOTES AND NAILING <br />ORD <br />TRUSSES @ <br />USP RT1 6 OR <br />FOR FIRST FOUR <br />FASTENED W/ (2) 10d <br />FOR FIRST FOUR ROWS <br />4" MAX. EA.OUTLOOKER <br />SCHEDULE FOR <br />_F <br />BLOCKING FOR <br />GABLE TRUSS WEB <br />EDGES OF 2x4 CROSS <br />BRACE <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />3"@ 24" O/C. CMID <br />OF TRUSSES @ EDGES <br />SHEATHING DETAIL <br />USP RT1 6 OR <br />FIRST FOUR ROWS <br />DOUBLE 1" BRACING DETAIL <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />"L" <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />DOUBI <br />2"x4" CROSS BRACE <br />EQUAL @ EA. <br />OUTLOOKER <br />24" MAX. <br />rMAX <br />OF TRUSSES @ <br />EDGES OF <br />SCALE: N.T.S. S5 <br />TYPICAL @ RIDGE FASTENED AT <br />48" O.C. EACH JOINT W/(3) 10d <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. <br />2X4 KICKER <br />2x8 SYP#2 BRACE TO <br />EXTEND @ LEAST 90% OF <br />LISP <br />2 CF <br />2x4 CROSS BRACE APPROX. <br />F <br />8" FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />. <br />SHEATHING TYP. <br />'IT" <br />MAX. & (2)1 Od TOE NAILS @ <br />AT LEAST 90% OF WEB <br />Y <br />2x4 CROSS BRACE <br />] <br />@ 8.-0- O/C. <br />4BOARD <br />WEB LENGTH & NOTCH @ <br />SPT4 @ <br />EACH JOINT W/ (2) 1 Od & (2) <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2) <br />rl" BRACE TO EXTEND <br />2X4 BLOCKING <br />2x4 BLOCKING <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />STUD <br />10d TOE NAILS @ EA. END <br />10d & (2) 10d TOE <br />AT LEAST 90% OF WEB <br />@ <br />48" O.C. <br />2x6 P.T. <br />UABL TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />2X6 FRAMED WALL - SEE <br />NAILS @ EA. END <br />ABLE TRUSS <br />1" BRACE ATTACHED <br />/--16d <br />NAIL <br />SILL <br />1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />r <br />EACHJOINTW/(2) 10d <br />& (2)10d TOE NAILS @ <br />I Wx <br />USP RT3A WITH 8-8d <br />FROM LEDGER TP <br />�W LL SECTION FOR SPACING <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />W/ 1 Od NAILS @ 4" O.C. <br />ATTACHED W1 1 Od <br />EA. END <br />-- <br />BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />7/16" OSB SHEATHING <br />TYPICAL <br />NAILS @ 6" O.C. EDGES <br />I \ GYPSUM WALL BOARD <br />GYPSUM WALL <br />GABLE TRUSS <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />ATTACHED W/ 1 Od NAILS <br />AND 12" O.C. FIELD <br />2"xt" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />F� <br />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />GABLE TRUSS A EB <br />1 OdXT @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7/16" OSB SHEATHING <br />AND 12" O.C. FIELD <br />�11_ <br />END TYP. TOP & <br />16d NAILS <br />SINGLE 1" BRACING DE TAILrC`� <br />THROUGH CHORD <br />CORD ATTACHED W/ (2) 16-d TOENAILS <br />_\ <br />ATTACHED W/ 1 Od NAILS <br />(2) 16d NAILS <br />BOTTOM ATTACHED <br />1 /,,-(2) <br />INTO 2"4" P.T. PLATE <br />\\-WEEP <br />2"A4" LEDGER (MATCH BOTTOM CHORD <br />@ 6" O.C. EDGES AND 12" <br />2x4 PANEL BLOCKING 0 48-A <br />2x4 BLOCKING <br />W/ (2) 16-d TOENAILS <br />-2x4'7 ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />SCALE: N.T.S. <br />T <br />2x4"7'ON TOP OF PANEL BLOCKING\ <br />SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) --,IV <br />�I <br />O.C. FIELD <br />O.C. FOR THE FIRST (4) ROWS <br />_Vb,47" <br />DQ <br />1 0dx3" @ 4" OIC <br />DIAPHRAGM <br />FASTENWITH 10dx3" @ 4"O/C SPACED <br />71-4 <br />INSTALLED PER MANUR <br />2"x6"P.T. SILL <br />\\\- <br />NOTCH 1" BRACE HERE <br />OF TRUSSES FROM EA. END <br />ON TOP OF PANEL <br />BLOCKING @ <br />@ 48" O.C. <br />5/8" x 10" "J" BOLT @ 48" 0. C. <br />WEEP SCREED <br />TYP. TOP & BOTTOM ATTACHED <br />BLOCKING, FASTEN WITH <br />T�` <br />USP HGA10 @ 36" <br />48" O/C <br />"J" <br />MOISTURE BARRIER <br />USP HTA20 OR EQ. @ 6-0" O.C. TYPICAL. <br />INSTALLED PER MANUF. <br />W/ (2) 16-d TOENAILS <br />1 Odx3" @ 4" O/C <br />O.C. <br />rl5rl <br />,,-GABLE TRUSS <br />5/8"x 10" BOLT @ 32" O.C. MINIMUM 6" FROM <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />ALTERNATE USP LSTA1 8 STRAIGHT STRAP @ 4-4' <br />MOISTURE BARRIER <br />2x4 LEDGER (MATCH BOTTOM <br />DBL. TOP <br />PLATE <br />STUD WALL <br />TRUSS VERTICAL <br />- USP HTA20 @ EA. TRUSS <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />CHORD SLOPE OF ADJACENT <br />(SEE TYP. SEC.) <br />VERT. WEB (24" O/C MAX.) <br />Wn-10dxl 1/2" AND TO MASONRY W1 (3) 3/16"x 2 1/411 <br />TRUSS) <br />USP SPT24 @ EACH STUD <br />(2) 2"x8" 1" BRACE <br />NOTE: IF EMBEDDED <br />SECTION <br />TAPCONS. <br />SECTION <br />LL <br />- <br />FASTENED WITH (3 <br />16d PER SIDE <br />STRAP MISSED VERTICAL <br />SECTION <br />SECTION <br />4� <br />WEB; USE <br />SCISSOR GABLE "T" BRACE (_7 <br />MSTAM36 ON OUTSIDE <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />\,,, �5 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />AS PER HIB 91 SCALE: N.T.S. \, S5 <br />FER TO DETAIL J <br />I SHEET S5 FOR <br />3RACING, AND TOP <br />IORD BLOCKING ;o <br />"ORMATION <br />co <br />DOD TRUSSES <br />00 ;o <br />t RAT RUN BRACING <br />24" O.C. ON TOP OF <br />1TT. CHORD FOR 4 <br />USSSPANS <br />TACHEDW/2-16d <br />EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2"x 4" LAMINATIONS W1 (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 />t 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 />" W1 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 />i,SONRY 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 FOR ADDITIONAL INFORMATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARING LOCATION � �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) __1__1 <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />ADDITIONAL INFORMATION, SCALE: N.T.S. r8 <br />1\,S5,,,0o <br />2'Ix4' OUTLOOKER @ 24" - <br />O.C. W/ (2) 10d PER JOINT <br />IINIMUM 2x <br />�ROSS BRACING PRE-ENGINEERED <br />3EE PLAN FOR tL_4 WOOD TRUSSES <br />OCATIONS) _) 1 Odx3" OIC @ 2-�x <br />TOENAIL 6" O/C RUNNERS <br />W1 (2) 16d TYPICAL <br />(2) 16d PER NAILS 11MAX <br />JOINT <br />IvvAvI Ulkl QrP RA/Qr <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />IOWI 1 1. wl­�I III 1� <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 />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 />W1 (2) 16-d TOENAILS <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />/_BACKNAIL W� (2) 2x4 OUTLOOKER <br />8d @ 6"O/C - <br />16d NAILS @ 24" O/C <br />WOOD TRUSSES <br />TOPCORD <br />BLOCKING FOR <br />USP RT1 � 6R - FIRST FOUR ROWS <br />x <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 />A L TRUSS <br />1/2" CDX PLYWOOD OR 7/16" <br />(2) 16d NAILS OSB SHEATHING ATTACHED <br />W/ 1 Od NAILS @ 6" O.C. <br />AND 12" O.C. FIELD <br />W/(4)-3/16"x1-3/4" - <br />JACK TRUSS <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />EE PLAN FOR <br />1/2" SCREWS <br />_��_CliSCONNECTION <br />2x4"T" ON TOP OF PANEL--J <br />BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ <br />1 OdxT'@ 4" O/C (2) 12d TOENAILS <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 />1" BRACE W/ 1 Od @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />­1 1. ­1 —1— - I I- k , , , .1 <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 />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 />- MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. @ NON - LOAD <br />BEARING LOCATION (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <br />ADDITIONAL INFORMATION. <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />1" BRACE <br />(1) 2"x4" (U.N.O.) <br />111 BRACE <br />2"x6" (U.N.O.) <br />1" BRACE <br />24" <br />01011 - 31-01' <br />T-0-1 - 61-0" <br />V-10" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />I I <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 0dx3" NAILS @ 4" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />@ EACH STUD <br />END JACK <br />1 V-13" MAX. <br />cr_ <br />LU <br />0 <br />Cr <br />CORNERJACK <br />LU <br />z <br />Q� <br />0 <br />HIP FRAMING REFERENCE PLAN <br />a <br />z <br />W <br />0- <br />T <br />20!-0" MAX 20'-0" MAX <br />'YBRACE SEE DET. J/S5 CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. <br />INS <br />INS <br />INS <br />INS <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2),,r' 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 />9 0: <br />a: <br />ITOP & 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 />LOG <br />co <br />'D <br />z <br />I <br />a_ <br />(A Z <br />a) <br />U-3 <br />4--J LU <br />U <br />Q) LLj <br />V) <br />V) <br />E <br />0 <br />§ <br />C) <br />j5 C14 <br />(D co <br />E <br />tM cl) <br />0 C14 <br />d <br />< <br />61 <br />AI <br />BD <br />N C B,D,l <br />�A, I <br />I <br />C-4 <br />v� <br />S C's <br />In I <br />.0 <br />Z. <br />W > <br />Ca <br />LJ <br />M_ <br />4) 0 <br />43 <br />LL <br />k, kkW� <br />lo t <br />C, <br />f 02 0 <br />-M <br />El 1:1 0 <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 seal. <br />0 <br />z <br />0 <br />P-1 4.J C) <br />CD <br />> <br />z <br />il;n' m Ln <br />''a <br />y) .— v- <br />V) Z5 N <br />z <br />< 4) Ln <br />U <br />ro <br />00 <br />z E <br />z <br />LU <br />LU <br />0 <br />LL, (5 <br />2: Uvj) a 0 <br />Z 5 <br />0 <br />z< <br />z z z <br />U z � � Lzu <br />-.j <br />00 <br />ULU 0 <br />=) 3: U q) <br />8 4 in 0� CD <br />.2 15 LU 04 <br />0 z 0 <br />C:) <br />z <br />C:) <br />In <br />In <br />*iz <br />ui in Z. <br />0 <br />< <br />tu_ M am, E) <br />0 Ce . <br />Z <br />z <br />a 0 r. <br />LU in 0 <br />r <br />6 <br />> <br />0 Z!� <br />< 0 <br />>7 <br />Ce <br />00 <br />r-1 <br />LL <br />z <br />z < <br />C:j <br />LU <br />c) <br />z <br />U.j <br />z <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1122 <br />30B NO: 17-1800 <br />SHEET NO. <br />S5 <br />