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I <br />2x4 #2 SYP BLK'G 16" O.C. w/ 2 16d NAILS EA. END. <br />�° () <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />2x4 #2 SYP BLK'G @ 16 O.C. w/ (2) 16d NAILS EA. END. <br />2x4 BLOCKING—.,2x4 "t T" BLOCKING <br />SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />@ 48" O.C. 16d NAIL <br />FASTENERS. (MIN. FIRST 4 BAYS) <br />MAX. 9" <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />"L" BRACE <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ <br />UNSUPPORTED, <br />IF >9" SEE 10/S6 <br />L <br />IF >9" SEE 10/S6 <br />BACKNAIL (2) 16d NAILS <br />MAX 9tt <br />UNSUPPORTED, <br />BACKNAIL w/ (2) 16d NAILS <br />ATTACHED W/ <br />10d NAILS @ 4" <br />SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS <br />BACKNAIL w/ (2) 16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING <br />S <br />IF >9" SEE 10/S6 <br />MAX. 9" <br />O.C. TYPICAL <br />I <br />x <br />f <br />SCHEDULE FOR SHEATHING DETAIL <br />5\ <br />SEE STRUCTURAL NOTES AND <br />UNSUPPORTED, <br />11-44 <br />NAILING SCHEDULE FOR SHEATHING <br />IF >9" SEE 1 O/S6 <br />GABLE TRUSS WEB <br />45° ± <br />45°± <br />SEESTRUCTURAL <br />DETAIL <br />DOUBLE "L" BRACING DETAIL 5 <br />NOTES AND NAILINGY <br />SCALE: N.T.S. S5 <br />2x4 CRO BRACE <br />SCHEDULE FOR <br />8" FROM <br />SHEATHING DETAIL 2x4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />2x4 "T" BLOCKING <br />RIDGEAPPRF. <br />RIDGE FASTENED AT <br />@ 8'-0" 0/C. <br />EXTEND AT LEAST 90% OF <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />EACH JOINT W/ (3) 10d <br />"L" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH &NOTCH AT <br />2x4 CROSS BRACE APPROX. 8" <br />APPROX. 8" FROM <br />2x4 BLOCKING @ <br />& (2)1 Od TOE NAILS @ <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE <br />FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />48" O.C. <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />EACH JOINT w/ (3) 10d & (2) 10d <br />EACH JOINT w/ (3) <br />AT LEAST 90% OF WEB <br />"L" BRACE ATTACHED 16d NAIL <br />2x8 P.T. <br />GABLE TRUSS <br />EACH JOINT w/ (3) 10d & <br />FROM LEDGER TO <br />TOE NAILS @ EA. END <br />10d & (2) 10d TOE <br />LENGTH (SEE TABLE) <br />W/ 10d NAILS @ 4" O.C. <br />SILL <br />1/2" CDX PLYWOOD OR <br />2 1Od TOE NAILS @ EA. '* <br />BLOCKING <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />GABLE TRUSS <br />TYPICAL <br />' <br />7/16" OSB SHEATHING <br />END <br />GYPSUM WALL BOARD <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />ATTACHED W/ 10d <br />2"x4" <br />GABLE TRUSSZ <br />1/2"CDX PLYWOOD OR 7/16" <br />� @ 48" O/C FOR THE <br />(2) 16d <br />7/16" OSB SHEATHING <br />GABLE TRUSS WEB <br />NAILS @ 6" O.C. EDGES <br />PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />ATTACHED w/ 10d NAILS <br />'� <br />SINGLE L BRACING DETAIL s <br />AND 12" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />SCALE: N.T.S. S5 <br />10dX3" @ 3" 0/C <br />THROUGH CHORD <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ 10d NAILS @ 6" O.C. <br />AND 12 O.C. FIELD . <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />O.C. FIELD <br />DIAPHRAGM <br />INTO 2" 6" P.T. PLATE <br />,. EDGES AND 12" O.C. FIELD (2) 16d NAILS <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />W/ (2) 16d TOENAILS 2x4 "T' ON TOP OF PANEL <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />2"x6" P.T. SILL <br />2x4 PANEL BLOCKING @ 48 O.C. FOR <br />NOTCH "L" BRACE HERE <br />2x BLOCKING <br />BLOCKING, FASTEN WITH <br />BLOCKING @ <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />@ 48" O.C. <br />WEEP SCREED <br />INSTALLED PER MANUF, <br />1/2 x 8' "J' BOLT @ 48 O.C. <br />THE FIRST (4) ROWS OF TRUSSES <br />WEEP SCREED FROM EA. END TYP. TOP & BOTTOM <br />2x4 "T" ON TOP OF PANEL <br />SIMPSON HGAI OKT w/ 4 1/4"x1 1/2" SIDS SCREWS TO <br />O <br />1 Odx3" @ 4" O/C <br />48" 0/C <br />GABLE TRUSS <br />MOISTURE BARRIER <br />SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS <br />BLOCKING, FASTEN WITH <br />10d 3" 4" 0/C <br />TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. <br />;. <br />TRUSS VERTICAL <br />SIMPSON HGAMV <br />W/ <br />(4) 1/4"x1 1/2" SIDS <br />SCREWS <br />TO BLOCKING & (I <br />1 /4"x2 3/4" <br />TITEN TO CMU <br />1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON META12 w/ (7) <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS <br />NOTE: IF EMBEDDED <br />1 Odxl 1/2" NAILS AT EA. <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />TRUSS VERTICAL WEB (24" <br />-I <br />GABLE WEB <br />SECTION 2 <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4" <br />1Od NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />S5 <br />EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />-REFER TO DETAIL J <br />N <br />N <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />_ <br />NOTES AND NAILING <br />INFORMATION <br />`° <br />SCHEDULE FOR <br />--ill <br />SHEATHING DETAIL <br />BACKNA]L w/ <br />-WOOD TRUSSES <br />`� <br />- <br />co <br />1 <br />2' <br />� <br />1/ <br />2"x4" CROSS BRACE <br />(2) 16d NAILS <br />APPROX. 8" FROM <br />-2x4 RAT RUN BRACING <br />1 <br />1 2" <br />1 <br />x <br />]12" <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />EACH JOINT w/ (3) <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />`L7�1� <br />^ /� <br />10d & (2) 10d TOE <br />ATTACHED W/ 2 - 16d <br />I�1 (—y <br />NAILS @ EA. END <br />AT EA. TRUSS JOINT <br />(2) 2' x 4" LAMINATIONS W/ (1) ROW <br />" " <br />(3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF <br />2x4 PANEL BLOCKING <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />@ 48" 0/C FOR THE <br />2 16d NAILS <br />( ) <br />2x4 BLOCKING @ 24" <br />2x4 L IN <br />(D = 0.148 , L = 3) OR EQUAL <br />(D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />FIRST (4) ROWS OF <br />O/CTRUSSES <br />(2) <br />FROM EA. <br />TOENAILS @ EA. END <br />NOTES: <br />END TYP. TOP & <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 />BOTTOM ATTACHED <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <br />w/ (2) 16d TOENAILS <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 />x @° SIMPSON SP2 w/ (12) 10d <br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. �S5 <br />MAX. 9" <br />UNSUPPORTED, 8d @ 6"O/C <br />IF >9" SEE 10/S6 r-WOOD TRUSSES <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 />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />SIMPSON HGAM10KTA w/ (4) <br />E ES AND 12" O.C. FIELD <br />1/4"x1 1/2" SIDS SCREWS TO <br />JACK TRUSS <br />BLOCKING & (4) 1/4"x2 3/4" <br />SEE PLAN FOR <br />TITEN TO CMU <br />CONNECTION <br />2x4 "T" ON TOP OF PANEL ` <br />EXT. WALL CONN. @3) <br />EACH 30d COMMON NAIL MAY REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />BLOCKING, FASTEN WITH 2x4 BLOCKING W/ :..: <br />1Odx3" @ 4" O/C (2) 12d TOENAILS <br />NON -LOAD BEARING LOCATION <br />D <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />SECTION g <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" <br />S5 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. 15 <br />SCALE: N.T.S. S5 <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) <br />(2) 16d PER <br />JOINT <br />L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. S5 <br />GABLE END BRACING DETAIL <br />TOENAIL <br />(2) 16d NA <br />12" <br />ISH SCHEDULE <br />tTTACHMENT <br />2 SYP BLK'G @ 161 O.C. <br />i x 0.131" <br />AILS EA. SIDE <br />.2x4 #2 SYP w/ 10d <br />XO.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL ("i0 <br />SCALE: N.T.S. S5 <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. <br />OVERLAP TRUSS BRACING <br />PRE-ENGINEERED 6" OVERLAP <br />WOOD TRUSSES AT LEAST TWO TRUSS SPACES <br />- MINIMUM (2) 16d PER JOINT \--• MINIMUM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL rm� <br />SCALE: N.T.S. S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />2 x 4 BLOCKING w/ (2) 10d <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />• <br />z <br />w <br />\-BRACING w/ (3) 1 Od x 3" AT <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 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <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-O" - 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 1 Odx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGAIOKT w/ (4) 1/4„x1 1/2" SIDS <br />-- <br />vviv i. ucnnuvva - <br />GABLE END BRACING DETAIL SCALE:3/4"=r-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SIMPSON SP2 w/ (12) <br />1 Od NAILS AT EACH <br />STUD <br />HIP FRAMING REFERENCE PLAN <br />(2) 2"x8" "L" BRACE J <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 --� r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />c.� <br />C'1 <br />w <br />0 <br />"v <br />o <br />0 <br />- <br />z o <br />w d <br />m o <br />o <br />d <br />w <br />— <br />o <br />0 <br />o <br />o <br />r <br />----❑ <br />IT <br />®®--w <br />w <br />NOTE: ZTOP CHORD 2x4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />ZBOTTOM <br />@ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />BAYS <br />THAT MY BE REQUIRED <br />CHORD GABLE END BRACING <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />@ 4'-0" O.C. MAX. FOR FIRST (4) BAYS <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />AS PER BCSI <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <br />SCALE: N.T.S. <br />2X4 BRACING @ 48" O.C. CONTINUOUS TO <br />FIXED LOCATION ATTACHED W/ (2) 10d AT <br />EA. TRUSS (NOTE: BRACING MAY BE <br />PLACED ON EITHER TOP OR BOTTOM OF <br />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 />N <br />r ; t <br />�t <br />to <br />o <br />oo <br />pa <br />(+ c pS: yry�y1�y.{O <br />LL�¢ <br />zs <br />w <br />w <br />^` ai > o E <br />_(D L i'orr <br />i, �MC 5 <br />W E .= -, t o <br />g 2 <br />.�, oo <br />u- o Q <br />T' <br />W V 0O Erg <br />W <br />WO�_°0 <br />�Ld 6 w °~uwzLu <br />wQof QQyof Z <br />LL V°OJ O <br />a U <br />QZLL� aa <br />Q°0°Z�°oa <br />N F- <br />U)W EL W-w�woOf0Z❑�J <br />Z <br />ILL <br />Q~w°g�Fn-Lu mwomLu o'L <br />0°� <br />0 � <br />LL¢ oQz a <br />O ¢� <br />N <br />0 <br />O <br />O W <br />> V)" o <br />O <br />auJLr) <br />ur) LL <br />Q W Q <br />cn <br />>- <br />Q Q 00 <br />~ <br />Z 3 <br />w <br />Jo <br />V- <br />M <br />O <br />M <br />M <br />O <br />O <br />CD <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />No6� <br />O <br />O <br />ap <br />(�J <br />A <br />N <br />O <br />O <br />CD <br />NO <br />O O <br />' <br />L <br />N <br />0 <br />CD <br />0 <br />0 <br />0 <br />CD <br />LL <br />L.� <br />Z Z <br />.z2 <br />0 <br />L-i <br />�a <br />Oa=a <br />�, •— <br />z <br />z <br />X <br />F— <br />m 0 z <br />LD <br />J tz <br />Z <br />� <br />2Z� <br />1� <br />_ZZ <br />W I� <br />OJ2z <br />a 00 <br />US2Zm <br />■ <br />Z <br />=aO <br />Z <br />U <br />a <br />V <br />0 O <br />W <br />a <br />Z <br />z <br />Z <br />J <br />uj <br />N <br />N <br />O <br />N <br />LAST PLOT DATE <br />Feb. 26, 21 <br />STRUCTURAL <br />Z Q <br />J <br />DETAILS <br />