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USP HGAM 10 W/ (4 <br />1/4"x1-3/4" WEDGE <br />x 1 1/2" SCREWS <br />BOLTS & (4) SIDS 1/ <br />SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2) 16d NAILS <br />NAILING SCHEDULE FOR <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS <br />SHEATHING DETAIL <br />] <br />2"x4" OUTLOOKER <br />" <br />NAILING SCHEDULE FOR <br />USP RT16 OR EQUAL @ <br />TOPCHORD <br />@ 24 O.C. <br />SHEATHING DETAIL <br />EA. OUTLOOKER <br />2-'x4-1 <br />BLOCKING FOR�_X'1\1_ <br />OUTLOOKER <br />FIRST FOUR <br />x <br />7f7F <br />@ 24" O.C. <br />ROWSOF <br />45* <br />24" MAX. <br />- <br />TOP CORD BLOCKING <br />45*± <br />2X4( <br />2X4 CONT"L" BRACE <br />TRUSSES @ <br />QSP RT16 OR <br />FOR FIRST FOUR <br />S1 <br />FASTENED W/ (2) 1 Od <br />EDGES OF 2x4 CRO�S BRACE <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />3 <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 />2x8 SYP#2 1" BRACE TO <br />48" O.C. EACHJOINTW/(3) 10d <br />AT LEAST 90% OF WEB <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" OSB SHEATHING <br />& (2)1 Od TOE NAILS @ <br />FROM LEDGER TP <br />A17ACH ED W/ 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 />I OdX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7/16" OSB SHEATHING <br />-L... I <br />I r!�zl <br />1,26-3 <br />/__ <br />THROUGH CHORD <br />CORD ATTACHED W/ (2) 16-d TOENAILS <br />ATTACHED W/ 10d NAILS <br />INTO 2"4" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />@ 6" O.C. EDGES AND 12" <br />2x4 "T" ON TOP OF PANEL 131 nrK'Klr-\\ <br />\-WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />X <br />O.C. FIELD <br />FASTENWITH 10dx3" @4" O/C SPACED <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH 1" BRACE HERE <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 />USP HTA20 @ EA. TRUSS <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-011 <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 SCALE: N.T.S. <br />SCALE: N.T.S. <br />FER TO DETAIL J <br />I SHEET S5 FOR <br />3RACING, AND TOP <br />IORD BLOCKING <br />;0 00 <br />:ORMATION <br />2' <br />DOD TRUSSES 00 <br />L ` <br />t RAT RUN BRACING <br />24" O.C. ON TOP OF ]12 <br />ITT. CHORD FOR 4 <br />,USS SPANS <br />TACHED W/ 2 -16d <br />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 W1 (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 />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 />I,SONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />�CHITECTURAL FINISH 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 />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) <br />6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARIqG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />rD <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />ADDITIONAL INFORMATION. SCALE: N.T.S. <br />S5 <br />2"X4" OUTLOOKER @ 24" <br />O.C. W1 (2) 10d PER JOINT <br />IINIMUM 2x <br />�ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) 1 0dx3" O/C <br />TOENAILJ 6" O/C <br />W/ (2) 16d TYPICAL <br />(2) 16d PER NAILS <br />JOINT <br />_.­_­_2"X4'1 MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />2"X4"��'j <br />RUNNE <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 />PRE-ENGINEERED <br />WOOD TRUSSES <br />SEESTRUCTURAL— <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 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 />TOP CORD BLOCkING <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />FOR FIRST FOUR ROWS <br />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 />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 />10d TOE NAILS @ EA. END <br />10d & (2) 10d TOE <br />FRAMED WALL - SEE <br />NAILS @ EA. END <br />V2X6 <br />WALL SECTION FOR SPACING <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7116" <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 />I - <br />.-W, <br />AND 12" O.C. FIELD <br />(2) 16d NAILS <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />I <br />NI 1 1� <br />W/ (2) 16-d TOENAILS <br />2x4 PANEL BLOCKING a 48"A 2x4 BLOCKING <br />O.C. FOR THE FIRST (4) ROWS <br />OF TRUSSES FROM EA. END _\-2x47' 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 />� �5 <br />/—BACKNAIL W/ <br />16d NAILS <br />(2 2x4 OUTLOOKER <br />@ 24" O/C <br />L TOP CORD <br />8d @ 6"O/C - <br />�WOOD TRUSSES <br />BLOCKING FOR <br />x <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 />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />112" CDX PLYWOOD OR 7/16" <br />(2) 16d NAILS <br />It <br />I/ OSI3 SHEATHING ATTACHED <br />W/ 1 Od NAILS @ 6" O.C. <br />I <br />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 />SEE PLAN FOR <br />1/2" SCREWS <br />CONNECTION <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 />1" BRACE W/ 1 Old @ 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 />17, <br />BACKNAIL W1 (2) 2x4 OUTLOOKER <br />16d NAILS @ 24" O/C <br />In <br />I BLOCKING FOR <br />TOP CORD <br />USP RT16 OR FIRST FOUR ROWS <br />EQUAL @ EA. OF TRUSSES @ <br />OUTLOOKER 24" MAX, EDGES OF <br />SHEATHING TYP. <br />rl" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />LE TRU <br />SS <br />1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED W/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />/,--(2) 16d NAILS <br />"T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1 Odx3" @ 4" 01C <br />USP HGA10 @ 36" <br />O.C. <br />DBL. TOP <br />PLATE STUD WALL <br />(SEE TYP <br />SEC.) <br />2x4 BLOCKING ­2x4"T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />1" BRACE <br />ATTACHED W/ <br />4� <br />1 Od NAILS @ 4" <br />O.C. TYPICAL <br />SS WEB <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETA <br />SCALE: N.T.S."S5 <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />/,- - 16d NAIL <br />"L" BRACE ATTACHED <br />W1 10d NAILS @ 4" 0 <br />TYPICAL RI <br />L <br />GABLE TRUSS WEB -J <br />SINGLE 1" BRACING DETAIL <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />481, O/C BLE TRUSS <br />I �/_GA <br />ttl TRUSS VERTICAL <br />(2) 2"x8" 1" BRACE <br />USP SPT24 @ EACH STUD <br />FASTENED WITH (3) <br />16d PER SIDE <br />SECTION <br />SCISSOR GABLE 1171 BRACE (_�7 <br />SCALE: N.T.S. <br />�5 <br />AS PER HIB 91 SCALE: N.T.S. 1\ �5 <br />2 x 4 BLOCKING W1(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 />_�,; \ <br />is ""\",\-MOISTURE BARRIER <br />—BOND BEAM <br />-MASONRYWALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. @ NON LOAD <br />BEARING LOCATION (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />"L" 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 />"L" BRACE <br />24" <br />0'01' - 31-01' <br />T-0-1- 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) "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 />HIP FRAMING REFERENCE PLAN <br />z <br />LU <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -i CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. <br />. <br />< <br />. <br />d <br />LU <br />— <br />— <br />— <br />— <br />— <br />— <br />— <br />— <br />d <br />LU <br />9 <br />9 <br />9 <br />121-- <br />z <br />UJI <br />LU <br />= <br />co <br />< 9 <br />9 <br />d <br />Lu <br />�'N <br />b <br />. <br />= <br />CD <br />— <br />< <br />___7Z <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 />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 />imz <br />< <br />zC <br />I <br />L <br />Cf) <br />(D <br />U_j <br />0 Lij <br />(D- <br />F_ <br />0 <br />(n <br />:D <br />U) (n <br />V) l­_ <br />.20 <br />Co r�, <br />CN <br />LU <br />8 <br />0 Cl) <br />r_ M C0 <br />W� :S ,- <br />0.2, <br />r Q5 <br />0 <br />U_ 00 <br />. 00 <br />CD <br />:3 <br />0 <br />rn CL 0 <br />0 <br />< - <br />Lo 0 --t <br />-A <br />8D <br />N C B D C <br />C.0 <br />to Cn <br />�2 uml <br />tA . .0 . ­1 ­40 <br />, R_ <br />_j _2 <br />U_ U_ <br />" - <br />�, , -.2 - <br />MW 41F rx I— "� C <br />W q. P ca, <br />U <br />< <br />Z UW <br />LO <br />........ <br />ca <br />To the best of the Engineer's 1��Qdog 1�?t nd <br />belief, the structural plans and specifications c�ntained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and sea[ is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C:i, <br />C) <br />Z r-4 <br />0 CU r-, <br />F-4 4-1 C) <br />Ul) ­ <br />:3 t.0 <br />'Y' p <br />M Lh <br />,u <br />< LZ LE U" <br />z <br />Q� U T_q <br />CO <br />< . <br />z E <br />z <br />C) <br />WLU <br />_j CD <br />20 z <br />LU U_ 0 <br />z U) - <br />z 0- <br />-..z �- 2 x <br />c <br />U l­_ x LVU) 0 0 <br />ro- 0, 0 <br />>. z < <br />z >- z< 8 0<� <br />'2'1c: <br />t- z z z <br />M <br />uz� :Zw <br />�2:5 Uj 2 _1 <br />9: - S 8 <br />8 0 Q� <br />00 <br />2 �Sw" <br />a. 0 z 0 <br />z <br />CD <br />T__4 <br />Ln <br />C%4 <br />rq <br />Ln <br />0'< <br />W < �- �, <br />Ce Ln Se 0� <br />< z � a <br />LU au 2 Ing <br />0 <br />< <br />< <br />UL <br />�_. V) M 2 <br />z <br />9 0 -0� <br />-0 <br />Z <br />Z <br />CL <br />W CY z <br />00 <br />W <br />LLJ <br />ULUO <br />U r <br />> <br />_j <br />2 <br />0 LL Z!� <br />W x 0 <br />00 <br /><!� 2 0 <br />X LL 0 <br />-C,8z< <br />Ln z <br />0 <br />C:) <br />fy) <br />41- <br />J.. LU <br />I.- <br />C) <br />r*4 <br />LL <br />z <br />LU <br />0 <br />z <br />Z <br />�_q <br />_j <br />SCALE : AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />106 <br />JOB NO: 16-6650 <br />SHEET NO. <br />S5 <br />