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2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND <br />FASTENERS. (MIN. FIRST 4 BAYS) <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ <br />SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ <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 />MAX. 9„ AND FASTENERS. (MIN. FIRST 4 BAYS) <br />UNSUPPORTED, <br />IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) <br />IF >9" SEE 10/S6 <br />BACKNAIL w/ (2) 16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING <br />SCHEDULE FOR SHEATHING DETAIL �\\ <br />45°± / <br />45° ± SEE STRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO BRACE SCHEDULE FOR <br />APPROX 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO <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 />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />MAX. 9" <br />UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS <br />IF >9" SEE 10/S6 SEE STRUCTURAL NOTES AND <br />}� DETAIL <br />NG SCHEDULE FOR SHEATHING <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />1Od NAILS @ 4" <br />MAX. 9' O.C. TYPICAL <br />UNSUPPORTED, <br />IF >9" SEE 10/S6 GABLE TRUSS WE <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <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 />�z <br />APPROX. 8" FROM <br />& (2)10d 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 />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) 1Od & (2) 1 Od <br />EACH JOINT w/ (3) <br />AT LEAST 90% OF WEB <br />2x8 P.T. GABLE TRUSS <br />EACH JOINT w/ (3) 1 Od & <br />FROM LEDGER TO <br />TOE NAILS @ EA. END <br />10d & (2) 10d TOE <br />LENGTH (SEE TABLE) <br />SILL 1/2 CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. <br />BLOCKING <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />GABLE TRUSS <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 />NAILS @ 6" O.C. EDGES <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />GABLE TRUSS <br />,,,-1/2" CDX PLYWOOD OR 7/16" <br />�° 48" O/C FOR THE <br />FIRST 4 ROWS OF (2) 16d <br />() <br />7/16 OSB SHEATHING <br />AND 12" O.C. FIELD <br />ROWS TRUSSES FROM EA. END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />TRUSSES FROM EA. NAILS <br />ATTACHED w/ 1Od NAILS <br />1 OdX3" @ 3" O/C <br />C A <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. EDGES <br />END TYP. TOP & <br />@ 6" O.C. EDGES AND 12" <br />FIELD <br />THROUGH CHORD <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ 10d NAILS @ 6" O.C. <br />EDGES AND 12" O.C. FIELD <br />AND 12" O.C. FIELD <br />BOTTOM ATTACHED <br />O.C. <br />INTO 2"x6" P.T. PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />(2) 16d NAILS <br />W/ (2) 16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <br />BLOCKING, FASTEN WITH <br />FASTEN WITH 1 Odx3" @ 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 />@ <br />WEEP SCREED <br />THE FIRST (4) ROWS OF TRUSSES 2x4'T ON TOP OF PANEL <br />FROM EA. END TYP. TOP & BOTTOM <br />SIMPSON HGAIOKT w/ 4 1/4"x1 1/2"SDS SCREWS TO <br />() <br />10dx3" @ 4" 0/C <br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />MOISTURE BARRIER <br />SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK- <br />INSTALLED PER MANUF. <br />\-MOISTURE <br />BLOCKING, FASTEN WITH <br />ATTACHED w/ (2) 16d TOENAILS 10dx3 " @ 4" O/C <br />TRUSS & 4 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. <br />( ) <br />;. <br />SIMPSON SP2 <br />PLATE SPLICES w/ 3/16"x2" PLATE WASHER <br />SIMPSON META12 w/ (7) <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS <br />BARRIER <br />2x4 LEDGER (MATCH BOTTOM CHORD <br />DBL. TOP PLATE <br />w/ (12)10d <br />NAILS AT EACH STUD <br />NOTE: IF EMBEDDED <br />10dx1 1/2" NAILS AT EA. <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />SLOPE OF ADJACENT TRUSS) <br />STUD WALL (SEE TYP. SEC.) <br />STRAP MISSED VERTICAL SECTION <br />TRUSS VERTICAL WEB (24" <br />1 <br />GABLE WEB SECTION <br />r2**� <br />3 <br />SECTION:�� <br />SECTION <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4" <br />4 <br />1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. <br />TITEN ON OUTSIDE <br />EMBEDMENT IN KO BLOCK <br />55 <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />SIMPSON HGAM1( <br />W/ <br />(4) 1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (4 <br />1/4"x2 3/4" <br />TITEN TO CMU <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" <br />REFER TO DETAIL J <br />ON SHEET S5 FOR N N AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, <br />IF >9" SEE 10/S6 <br />X-BRACING, AND TOP `�' "' �' SEE STRUCTURAL <br />CHORD BLOCKING N NOTES AND NAILING <br />00 <br />INFORMATION `° 00 SCHEDULE FOR <br />1 1 SHEATHING DETAIL BACKNAIL w/ <br />WOOD TRUSSES 1/ (2) 16d NAILS <br />50 00 2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />2x4 RAT RUN BRACING <br />AT 24" O.C. ON TOP OF <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />BOUT. CHORD FOR 4 <br />EACH JOINT w/ (3) <br />AT LEAST 90% OF WEB <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />10d & (2) 10d TOE <br />NAILS @ EA. END <br />LENGTH SEE TABLE <br />( ) <br />GABLE TRUSS <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 1Od COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />@ 48" O/C FOR THE <br />(2) 16d NAILS <br />/ 1 Od <br />O/C w/(2)16d <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207", L = 4 1/2") OR EQUAL <br />(D = 0.207", L = 4 1/2") OR EQUAL <br />FIRST (4) ROWS OF <br />TRUSSES FROM EA. <br />E <br />ES AND 2@ O.C. FIELD <br />TOENAILS @ EA. END <br />NOTES: <br />END TYP. TOP & <br />JACK TRUSS <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 />BOTTOM ATTACHED <br />SEE PLAN FOR <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <br />w/ (2) 16d TOENAILS <br />CONNECTION <br />ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, P:. )VIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) <br />2x4 "T" ON TOP OF PANEL <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ <br />EXT. WALL CONN. @ 1Odx3 @4 O/C (2) 12d TOENAILS <br />NON -LOAD BEARING LOCATIONrD <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION <br />SEE TYP, WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� 9 <br />ADDITIONAL INFORMATION. <br />-- - <br />11NIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) <br />(2) 16d PER <br />JOINT <br />— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. S5 <br />VVI' 1 . ULP11111'L7 <br />GABLE END BRACING DETAIL <br />TOENAIL <br />(2) 16d NA <br />12" <br />RSH SCHEDULE <br />ATTACHMENT <br />#2 SYP BLK'G @ 16" O.C. <br />Od x 0.131" <br />NAILS EA. SIDE <br />IT. 2x4 #2 SYP w/ 1 Od <br />XO.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL 10 <br />SCALE: N.T.S. S5 <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 />PRE-ENGINEERED <br />WOOD TRUSSES <br />SCALE: N.T.S. SCJ <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 rm <br />SCALE: N.T.S. S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C <br />WOOD TRUSSES <br />SIMPSON HGAMI OKTA w/ (4) <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"x2 3/4" <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2) 1 Od <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />p <br />z <br />w <br />\—BRACING w/ (3) 10d 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 LOCATIO (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" - 3'-0" <br />S-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 />SIMPSON HGAl0KT w/ (4) 1/4"x1 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS <br />TO PLATES (TYP.) <br />/—GABLE TRUSS <br />STUDS @ 16" O.C. <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 />SIMPSON SP2 w/ (12) HIP FRAMING REFERENCE PLAN <br />10d NAILS AT EACH <br />STUD <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 1 Od NAILS @ 4" O.C. <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/C GABLE TRUSS <br />TRUSS VERTICAL <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, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />d <br />w <br />wc3 <br />0 <br />-v <br />o <br />0 <br />v� <br />z o <br />w <br />W <br />Q o <br />cs ' <br />c <br />w <br />— <br />— <br />— <br />— <br />x <br />Q <br />b <br />' <br />o <br />- <br />q <br />cJ <br />w <br />n: <br />m� <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 />�` 1 <br />AS PER BCSI <br />SCISSOR TRUSS <br />SCALE: N.T.S. <br />2X4 BRACING @ 48" O.C. CONTINUOUS TO <br />FIXED LOCATION ATTACHED W/ (2)1 Od 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 />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 />CN <br />N <br />z <br />ry <br />CIO <br />D`°- <br />In <br />om <br />4a3 �`i <br />Lo <br />t ' & <br />s �, rf 1 <br />Z <br />4 <br />� �� • - - - <br />0 <br />0 <br />0 <br />3. .✓cif {� <br />w <br />0 <br />Z <br />N 4) NO LE <br />'M o <br />M 5 <br />M <br />(`M <br />C L O <br />D O o <br />0 M. Q <br />�N w O� <br />V a� <br />n` <br />W L 0O s✓ ri <br />V, <br />Lu W <br />(� W <br />W H W �. W 2 �- 0 <br />w~¢ 0� � yzof z <br />0�-j< 0 ?� w< W U O 0 J 0 <br />Q V <br />¢ <br />�Ox Z�LL0Z20pF—¢~ <br />F- <br />C1' 0 <br />acnwwoZOwoomZz <br />a- (n W W z 0¢ J <br />U)� Z <br />�QaowQozwZOW�oa <br />¢C)W g��-gwp�U ¢ <br />00� o ? oQzg¢ <br />,-¢ 0 <br />�¢� <br />02 <br />O <br />O <br />N <br />0 <br />[W— <br />� � O <br />O <br />Q (J) Ln <br />J <br />LL <br />W Lr� <br />'--I <br />Q�Q00 <br />Z <br />W <br />JCD <br />kD <br />T— <br />� <br />00 <br />r <br />— <br />� <br />O <br />N <br />O <br />N <br />O <br />N <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 />CN <br />O <br />N <br />CD <br />d) <br />N <br />O <br />CD0) <br />O <br />O <br />o0 <br />CDCDr <br />N <br />A <br />N <br />� <br />O <br />� <br />O <br />0)O <br />O <br />O <br />O <br />O <br />r <br />N <br />0 <br />0 <br />O <br />;n <br />co\� <br />L <br />r <br />0 <br />N <br />0 <br />M <br />0 <br />0 <br />In <br />0 <br />Cfl <br />0 <br />f` <br />Z Z <br />LL <br />LZ <br />L)�w�n <br />c <br />wUl~-� <br />� <br />V/ <br />Q <br />_Uo <br />_0 <br />13- <br />LO <br />Z <br />zwF- <br />W <br />�— <br />=m0Z <br />I.-Z <br />fn <br />�"� <br />j J <br />Z <br />Z � <br />Z Z <br />W IMF <br />Q`^r <br />r0_52z <br />v`nzz <br />z rl <br />=QO <br />~ <br />■ <br />Z <br />U <br />Q <br />� <br />OV <br />o <br />F. <br />W <br />Z <br />Z <br />z <br />J <br />Lu� <br />N <br />O <br />LAST PLOT DATE <br />> <br />Apr. 16, 21 <br />STRUCTURAL <br />Z <br />a a <br />0 <br />J <br />DETAILS <br />�- l I I it - T - — „ <br />- �-ter � � � ,� �i � � �-�-i, � � <br />