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SEE STRUCTURAL NOTES AND <br />SEE STRUCTURAL <br />NAILING SCHEDULE FOR <br />TOENAIL W/ (2)16d <br />NAILS <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS <br />NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <br />@ 24" O.C.7 <br />NAILING SCHEDULE FOR <br />USP RT16 OR EQUAL @ <br />SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />TOP CHORD <br />SHEATHING DETAIL EA. OUTLOOKER <br />2"x4" <br />O.C. (OPTIONAL - SEE <br />BLOCKING FORX. x <br />i7f@ <br />OUTLOOKER <br />ELEVATIONS) <br />FIRST FOUR <br />24" O.C. <br />SEE STRUCTURAL — <br />ROWS OF <br />45° t <br />24" MAX. <br />TOP CORD BLOCKING 45°+ <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />TRUSSES @ <br />USP RT16 OR <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d <br />FOR FIRST FOUR ROWS <br />4" MAX. EA. OUTLOOKER <br />SCHEDULE FOR <br />EDGES OF 2x4 CRO BRACE <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />3"@ 24" 0/C. CMID <br />OF TRUSSES @EDGES <br />SHEATHING DETAIL <br />SHEATHING APPROX, 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />�� 11 <br />2x4 CROSS BRACE <br />TYPICAL @ RIDGE FASTENED AT <br />BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />2x4 CROSS BRACE APPROX. <br />APPROX, 8" FROM <br />48" O.C. EACH JOINT W/ (3) 10d <br />AT LEAST <br />A WEB <br />@ 8 -0" 0/C. <br />EXTEND @ LEAST 90% OF <br />USP <br />8' FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />MAX. & (2)1 TOE NAILS <br />() @ <br />(SEE <br />LENGTH (SEE TABLE) <br />A <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH @ <br />SPT4 @ EA. <br />EACH JOINT W/ (2)10d & (2) <br />EACH JOINT W/ (2) <br />EA. END @ 48" O.C. <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />STUD <br />10d TOE NAILS @ EA. END <br />10d & (2)10d TOE <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />2X6 FRAMED WALL -SEE <br />NAILS @ EA. END <br />SILL <br />1/2 CDX PLYWOOD OR <br />EACH JOINT W/ 2 10d <br />O <br />USP RT3A WITH 8-8d <br />WALL SECTION FOR SPACING <br />' <br />J <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TP <br />2x4 PANEL BLOCKING <br />— <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />10dX3" @ 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 />END TYP. TOP & <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16-d TOENAILS <br />ATTACHED W/ 10d NAILS <br />(2) 16d NAILS <br />BOTTOM ATTACHED <br />� <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM <br />EDGES AND 12" <br />2x4 PANEL <br />2x4 BLOCKING <br />W/ (2)16-d TOENAILS <br />2x4 "T' ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUUSS) <br />O.C. FIELD <br />O.0 FOR THEOF FIRST (4 ROW S <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />OF TRUSSES FROM EA. END <br />2x4 "T" ON TOP OF PANEL <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />TYP. TOP &BOTTOM ATTACHED <br />BLOCKING, FASTEN WITH <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />MOISTURE BARRIER <br />USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. <br />INSTALLED PER MANUF. <br />W/ (2)16-d TOENAILS <br />10dx3" @ 4" 0/C <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 />2x4 LEDGER (MATCH BOTTOM <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />CHORD SLOPE OF ADJACENT <br />VERT. WEB (24" O/C MAX.) <br />W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" <br />TRUSS) <br />NOTE: IF EMBEDDED <br />STRAP MISSED VERTICAL SECTION <br />TAPCONS. SECTION <br />1 <br />2 <br />SECTION(a� <br />WEB; USE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />55 <br />SCALE: N.T.S. <br />S5 <br />SP HGAM10 W/ (4) <br />4"x1-3/4" WEDGE <br />OLTS & (4) SDS 114 <br />1 1/2" SCREWS <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />f <br />r <br />SEE STRUCTURAL— <br />X-BRACING, AND TOP <br />r <br />NOTES AND NAILING <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />INFORMATION <br />`° <br />00 <br />60 <br />SHEATHING DETAIL <br />2"x4" CROSS BRACE - <br />WOOD TRUSSES <br />zo <br />00 <br />APPROX. B FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING <br />X <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />1 <br />1 2 <br />1 <br />1 2 <br />10d & (2)10d TOE <br />BOTT. CHORD FOR 4 <br />^ <br />NAILS @ EA. END <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />�7L111� <br />2x4 PANEL BLOCKING <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <br />(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 <br />(D = 0.148", L = 3") OR EQUAL <br />OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />(D = 0.207", L = 41/2") OR EQUAL <br />TRUSSES FROM EA. <br />O/C W/ 2 -16d <br />(D = 0.207", L = 41/2") 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 51/2" LAG SCREWS OR EQUAL <br />W/ (2)16-d TOENAILS <br />MASONRY WALL <br />OF THE COLUMN <br />(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 <br />(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 BEARING LOCATIONKD <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( 8� <br />ADDITIONAL INFORMATION. <br />�- MINIMUM 2x <br />CROSS BRACING <br />(SEE PLAN FOR <br />LOCATIONS) <br />(2)16d PER <br />JOINT <br />CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rj_"'� <br />SCALE: N.T.S. S5 <br />1 GABLE TRUSS <br />55 <br />"L" BRACE W/ 10d @ 4" O.0 <br />12 (SEE SCHEDULE FOR SIZE <br />6.9 1 MAX. <br />AND LOCATION) <br />S5 <br />' S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />10dx3" O/C @J 2"x4 <br />TOENAIL-)6" O/C RUNP <br />W/ (2)16d TYPICAL <br />NAILS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />�-CONT. BEARING <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 />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS F@ 24 O/C <br />TOP CORD <br />BLOCKING FOR <br />USP RT16 OR 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 />GABLE TRUSS <br />1/2"CDX PLYWOOD OR 7/16" <br />(2) 16d NAILS OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />E ES AND 12" O.C. FIELD <br />JACK TRUSS <br />SEE PLAN FOR <br />CONNECTION <br />2x4 "T" ON TOP OF PANELS L <br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />10dx3" @ 4" O/C (2) 12d TOENAILS <br />SECTION g <br />SCALE: N.T.S. S5 <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL M <br />SCALE: N.T.S. S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />4VIY I. I:JLf1nIlYlV VI 1 IIAn I V t l I I ./ <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 />8d @ 6"O/C <br />WOOD TRUSSES <br />USP HGAM10 W/(4)-3/16"x1-3/4" <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />1/2" SCREWS <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />10d NAILS @ 4" <br />16d NAILS @ 24 0/C <br />O.C. TYPICAL <br />TOP CORD <br />BLOCKING FOR <br />GABLE TRUSS WEB <br />USP RT16OR <br />FIRST FOUR ROWS <br />DOUBLE "L" BRACING DETAIL <br />EQUAL @ EA. <br />OF TRUSSES @ <br />5 <br />SCALE: N.T.S. S5 <br />OUTLOOKER 24" MAX. EDGES OF <br />SHEATHING TYP. <br />2x4 "T" BLOCKING <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />2x4 BLOCKING @ <br />LENGTH (SEE TABLE) <br />48" O.C. <br />GABLE TRUSS <br />"L" BRACE ATTACHED 16d NAIL <br />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS @ 4" O.C. <br />7/16" OSB SHEATHING <br />TYPICAL <br />ATTACHED W/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />GABLE TRUSS WEB <br />O.C. FIELD <br />(2)16d NAILS <br />SINGLE "L" BRACING DETAIL 6 <br />2x4 "T" ON TOP OF PANEL <br />SCALE: N.T.S. 55 <br />BLOCKING, FASTEN WITH <br />DIAPHRAGM <br />10dx3" @ 4" O/C <br />BLOCKING @ <br />USP HGA10 @ 36" <br />48" O/C <br />O.C. <br />GABLE TRUSS <br />DBL. TOP <br />TRUSS VERTICAL <br />STUD WALL <br />PLATE <br />(SEE TYP. SEC.) <br />(2) 2"x8" "L" BRACE <br />USP SPT24 @ EACH <br />STUD <br />FASTENED WITH (3) <br />SECTION <br />4 <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE 7 <br />SCALE: N.T.S. <br />S5 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX <br />20'-0" MAX <br />"X" RRA(-F SEE DFT..1/85 - <br />CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />L X 4 OLVI ININU VV/fL) 1 VU <br />TOE NAILS @ EACH END @ <br />24" O/C (TYP) <br />z <br />w <br />BRACING W/(3)10d x 3" @ <br />IN\MOISTURE <br />EACH CONN. @ 24" O/C <br />BARRIER <br />BOND BEAM <br />MASONRY WALL <br />d <br />w <br />— <br />----0 <br />— <br />— <br />CU <br />w <br />0 <br />o <br />' <br />0 <br />v <br />Z o <br />w <br />w <br />Q 1 0 <br />:;t <br />o <br />0 <br />-v <br />d <br />w <br />Q <br />o <br />o <br />(D <br />r <br />4 <br />LL <br />two <br />ARCHITECTURAL FINISH <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />TOP & 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 />EXT. WALL CON N. <br />NON - LOAD <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />BEARING LOCATION <br />UNEVEN CLG.) <br />� E <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />L <br />SEE TYP. WALL SECTION FOR <br />SCALE: N.T.S. S5 <br />AS PER BCSI 1-13 SCALE: N.T.S. S5 <br />ADDITIONAL INFORMATION. <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />(1) 2"x4" (U.N.O.) <br />"L" BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-0" <br />T-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) "L" 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" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />@ EACH STUD <br />HIP FRAMING REFERENCE PLAN <br />SCISSOR TRUSS <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 />SCISSOR TRUSS <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 />UI V <br />Z M <br />_ o <br />Z <br />Z <br />J <br />cn c <br />0 W <br />E <br />Ln c <br />o 0 <br />C) <br />W <br />p <br />U <br />4)M <br />C m co <br />1�m <br />O 'CO N <br />a <br />IlfllI, I„ (> <br />_ o <br />L LL 00 <br />U) n <br />�V <br />Y <br />Q rn <br />O <br />rn ¢ d <br />® <br />All <br />N-C-. rD" <br />I <br />/ <br />bJJ <br />N <br />�•N h <br />—� Zy,��� <br />09' �1 ASE <br />"0 <br />E ( <br />0: <br />m. <br />F s ® <br />!J LN <br />' <br />°infpp((� <br />n, <br />To the best of the E �/e�e�r' �`+jQyW` dppe <br />belief, the structural ap5.�n� 5pEe1]r'R�If�-tontaii <br />drawin h the 2017 l�Iryg t4��° <br />within these s co <br />Building Code - Residential <br />signature and seal is only for the structural engineering <br />portions ofthe drawing pages bearing Engineer's signature <br />and seal. <br />1t <br />O <br />O <br />Z fV <br />OvI-, <br />> M O <br />M <br />Q ) 'gyp Lr) <br />a ) .L <br />aL <br />Q .. <br />DC V Q 00 <br />a �� <br />Z <br />w <br />_j� <br />d- <br />0Z <br />w� <br />Zd <br />UZgo <br />Z 0 W <br />Z <br />ow <br />a�Oln <br />V_ 8 <br />N <br />c�mFzO <br />oN <br />Z Z <br />}8 <br />Ci <br />z <br />0 <br />7 <br />L <br />w <br />z <br />2: <br />> <br />rl <br />0 <br />0 <br />_ <br />0 <br />a <br />�� <br />'0t�0s� <br />XOU <br />U m a <br />oaaa <br />N <br />LL <br />Z odj <br />� ¢ zz< <br />Q <br />Z <br />Z <br />N <br />2��� <br />w ce <br />W <br />J <br />ri <br />LU <br />Q <br />Zaz <br />gt <br />Q z o <br />S 8 <br />rl <br />Ln <br />Z <br />z <br />m <br />00 <br />g0 <br />= <br />az <br />'-q <br />0- <br />1rn <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAND <br />VERSION N0. 2mO <br />SHEET NO. <br />S5 <br />