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F SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />TOPCHORD <br />BLOCKING F <br />OR� <br />FIRST FOUR <br />ROWSOF <br />TRUSSES @ <br />EDGESOF 2x4CROS LB <br />SHEATHING APPROX. 8" FROM <br />TYPICAL @ RIDGE FASTENED AT <br />48' O.C. EACH JOINT W/(3) 10d <br />MAX. & (2)10d TOE NAILS @ <br />EA. END @ 48' O.C. <br />L- - - - - - - - - - - - - - <br />SIMPSON HGAM10KTA <br />W/ (4) 1/4*xl 1/2" SDS <br />SCREWSTO <br />BLOCKING & (4) 1/4'X2 <br />3/4"TITEN TO CMU <br />2x4 -T- ON T6P OF PANEI RI nrK-h-r.-.l, <br />FASTEN WITH 1 Odx3' @ 4' O/C SPACED <br />@ 48" O.C. <br />5/8"x 10""Jo BOLT @ 32"O.C. MINIMUM 6"FROM- <br />PLATE SPLICES W/ 3/16-x2" 0 PLATE WASHER <br />NOTE: IF EMBEDDED <br />STRAP MISSED TICAL <br />6 W/ (7) SECTION <br />R <br />WEB, USE MSTAVR4�31 7) <br />1 Od NAILS & (4) 1/4-x2 1/4- <br />TITEN ON OUTSIDE SCALE: N.T.S. <br />TOENAIL W/ (2) 16d NAILS <br />2wx4"OUTLOOKER <br />@ 24' O.C. <br />45' <br />2x6 P.T. <br />SILL <br />24' MAX. <br />\- SIMPSON Hl OA w/ (18) <br />10d x 112" @ EA. <br />OUTLOOKER <br />L� BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />LETRUSS <br />1/2' CDX PLYWOOD OR <br />7/16' OSB SHEATHING <br />ATTACHED W/ 10d <br />NAILS @ 6"O.C. EDGES <br />AND 1T O.C. FIELD <br />O/C <br />1 'dX3" @ '" <br />THROUGH CHORD <br />INTO 2*x6" P.T. PLATE <br />WEEPSCREED <br />INSTALLED PER MANUF. <br />MOISTURE BARRIER <br />L___ <br />SIMPSON HETA20 w/ (9) <br />1 Odxl 1/2w NAILS AT EA. <br />TRUSS VERTICAL WEB (24' <br />O.C. MAX) w/ MIN. 4w <br />EMBEDMENT IN KO BLOCK <br />BACKNAIL W/ (2) 16d NAILS <br />SIMPSON Hl OA w/ (18) <br />SEE STRUCTURAL NOTES AND 10d x 1 12"AT EA <br />NAILING SCHEDULE FOR OUTLOOKER <br />SHEATHING DETAIL <br />BACKNAIL w/ (2) 16d NAILS <br />2"x4" SEE STRUCTURAL NOTES - <br />OUTLOOKER AND NAILING SCHEDULE <br />@ 24' O.C. FOR SHEATHING DETAIL <br />TOP CORD BLOCKING <br />45'± <br />2X4 CONT*L� BRACE <br />FOR FIRST FOUR <br />FASTENED W/ (2) 10d 3' <br />ROWS OF TRUSSES @ <br />AT 24"O/C. CMID HEIGHT <br />EDGES OF <br />SHEATHING TYP. <br />2X4 KICKER <br />2X8 SYP#2 "L" BRACE TO <br />@ 8'-w O/C. <br />EXTEND AT LEAST 90% OF <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />RIDGE FASTENED AT <br />SIMPSON H25A w/ (110) 8d <br />EACHJOINTW/(2) 10d <br />& (2)10d TOE NAILS @ <br />\7& <br />FROM LEDGER TO <br />EA. END <br />BLOCKING <br />GYPSUM WALLBOARD <br />7 <br />GABLE TRUSS <br />2"x4w PANEL BLOCKING @ 48"O.C. FOR THE FIRST <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7/16" <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />OSB SHEATHING ATTACHED <br />2'x4' LEDGER (MATCH BOTTOM CHORD <br />W/ 1 Od NAILS @ 6' O.C. <br />L <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />EDGES AND 17O.C. FIELD <br />2"x6" P.T. SILL <br />Ef <br />NOTCH "L" BRACE HERE <br />5/8"x 10""Jif BOLT @ 48" O.C. <br />WEEP SCREED <br />.0 <br />SIMPSON HETA20 w/ (9) 10dxl 1/2' NAILS AT &�-O' <br />INSTALLED PER MANUF. <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />- <br />MOISTURE BARRIER <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS <br />& (4) 1/4'x2 1/4' TITEN @ 4-V O/C ALIGNED WITH <br />GABLE WEB <br />SECTION <br />rT� <br />SCALE: N.T.S. <br />,., �5 <br />BACKNAIL W/ (2) 16d NAILS <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />t- <br />SEE STRUCTURAL <br />X-BRACING, AND TOP <br />Fl <br />4 <br />x <br />NOTES AND NAILING <br />CHORD BLOCKING <br />to <br />SCHEDULEFOR <br />INFORMATION <br />to <br />SHEATHING DETAIL <br />2"x4" CROSS BRACE <br />WOOD TRUSSES <br />go <br />co <br />APPROX. gm FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />ty <br />10d & (2) 10d TOE <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />TRUSS SPANS <br />ATTACHED W/ 2 - 16d <br />2X4 PANEL BLOCKING <br />AT EA. TRUSS JOINT <br />(2) 2"x 4w 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 />OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />O/C W/ (2) 16d <br />(D = 0.148m, L = 3") OR EQUAL <br />(D = 0.207, L 4 1/2') OR EQUAL (D = 0.207", L = 4 1/2") 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 51/20 LAG SCREWS OR EQUAL <br />W/ (2) 16d TOENAILS <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH <br />5 FOR 5 PLY PROVIDE 1/4" DIA 7" LAG SCREWS OR E UAL <br />SIMPSON Hl OA wt (118) <br />1 Od x 112" AT EA. SIMPSON SP4 w/ (6) 1 Od x <br />OUTLOOKER 112- AT EA STUD (USE <br />SP6 FOR 2 <br />6 WALL <br />USE <br />TOP CORD BLOCKING <br />FOR FIRST FOUR ROWS <br />OF TRUSSES @ EDGES <br />OF SHEATHING TYPICAL <br />x <br />, <br />SP8 FOR 2x8 WALL) <br />2x4 OUTLOOKER @ 24' <br />O.C. (OPTIONAL - SEE <br />24m MAX. <br />ELEVATIONS) <br />DOUBLE TOP PLATE <br />2X4 CROSS BRACE APPROX. 8' <br />FROM RIDGE FASTENED AT <br />EACH JOINT W/ (2) 10d & (2) 10d <br />TOE NAILS @ EA. END <br />2x FRAME WALL (SEE WALL <br />SECTION FOR SIZE & SPACING) <br />­�_11/2"CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. EDGES <br />AND 12"O.C. FIELD <br />Ki <br />6, <br />(2) 16d NAILS <br />2x4 PANEL BLOCKING @ 2x BLOCKING <br />i2,V MAX. <br />O.C. FOR THE FIRST (4) <br />ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL <br />EA. END TYP. TOP & BLOCKING, FASTEN WITH <br />BOTTOM ATTACHED wl (2) 1 Odx3' @ 4- O/C <br />16d TOENAILS <br />2x4 LEDGER (MATCH BOTTOM <br />CHORD SLOPE OF ADJACENT <br />TRUSS) <br />SECTION <br />SCALE: N.T.S. <br />SIMPSON Hl OA W/ (118) <br />10dxl 12"AT EA <br />OUTLOOKER <br />(2) 16d NAILS <br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS <br />) <br />- <br />, <br />. x <br />2x4"T" ON TOP OF PANEL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH <br />1 Odx3" @ 4" O/C <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />EXT. WALL CONN. @ <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARING LOCATION <br />rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"= l'-O' TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (0'8� SECTION 9 <br />� �5 <br />ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. <br />4INIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) <br />(2) 16d PER <br />JOINT <br />L- CONTINUOUS BOTTOM CORD BRACING 2wx4w MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />S5 <br />2-x4' OUTLOOKER @ 24' <br />O.C. W1 (2) 1 Od PER JOINT <br />1 Odx3w O/C <br />TOENAIL-) 6"O/C <br />W/ (2) 16d TYPICAL <br />NAILS <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 />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <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 />V BRACE Wl 1 Od @ 4' O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />2X4 OUTLOOKER <br />24"O/C <br />TOP CORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />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 />OSB SHEATHING ATTACHED <br />W/ 1 Od NAILS @ 6' O.C. <br />O.C. FIELD <br />/-JACKTRUSS <br />SEE PLAN FOR <br />2X4 BLOCKING W/ H <br />(2) 12d TOENAILS <br />F. <br />BACKNAIL w/ (2) 16d NAILS <br />SEE STRUCTURAL NOTES - <br />AND NAILING SCHEDULE <br />FOR SHEATHING DETAIL <br />n4m CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2) <br />10d & (2) 1 Od 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) 16d TOENAILS <br />8d @ 6'O/C <br />WOOD TRUSSES <br />SIMPSON HGAM10KTA W/ (4) <br />114"xl 1/2"SDS SCREWS TO <br />BLOCKING & (4) 1/4'X2 314' <br />TITEN TO CMU <br />SIMPSON H10A w/ (18) <br />10d x 1 12"AT EA <br />OUTLOOKER <br />(2) 16d <br />2x4 OUTLOOKER <br />@ 24' O/C <br />TOP CORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />MAX. EDGESOF <br />SHEATHING TYP. <br />-"L� BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />r--GABLE TRUSS <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 />-2x4 Ir ON TOP OF PANEL <br />3 <br />BLOCKING, FASTEN NTH <br />1 Odx3" @ 4" O/C <br />SIMPSON HGAII OKT w/ (4) 1/4"xl 1/2' <br />SDS SCREWS TO TRUSS & (4) 1/4N3- <br />SDS SCREWS TO PLATES AT 36m O.C. SIMPSON SP2 wl (12) 1 Od <br />NAILS AT EACH STUD <br />DBL. TOP PLATE <br />STUD WALL (SEE TYP. SEC.) <br />SECTION <br />r4 <br />SCALE: N.T.S. 1\15� <br />2 x 4 BLOCKING W/ (2) 10d <br />TOE NAILS AT EACH END @ <br />24' O/C (TYP) <br />li:�N-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 />"I! BRACE <br />2-x6' (U.N.O.) <br />wl_� BRACE <br />24" <br />no- 3'-0" <br />3'-0"- 6'-0" <br />6'-Ow & 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' O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4'xl 10 SDS <br />SCREWS TO TRUSS & (4) 1/4')T SDS SCREWS <br />TO PLATES (TYP.) <br />GABLE END BRACING DETAIL SCALE: 314"=1'4)" <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 />E <br />S5 <br />z <br />w <br />2x4 BLOCKING —2x4l" BLOCKING <br />@ 48' O.C. 6d NAIL <br />ffl_� BRACE <br />ATTACHED <br />1 Od NAJ LS 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAI <br />SCALE: N.T.S. <br />!4 <br />AL <br />2x4 "'r BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />-16d NAIL <br />"L" BRACE ATTACHED <br />W/ 10d NAILS @ 4' 0. <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING 6 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />480 O/C <br />I SS <br />GABLE TRU <br />gElgl <br />TRUSS VERTICAL <br />(2)2-x8"-L' BRACE <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE r7 <br />AS PER HIB 91 SCALE: N.T.S. <br />20'-Ow MAX 20!-0" MAX <br />"r BRACE SEE DET. JIS5 n CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. <br />a <br />Ll <br />11111 <br />WIN <br />111 <br />1- <br />1 <br />pup <br />NOTE: <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 1-13 <br />SCISSOR TRUSS <br />131. <br />ITOP & BOTTOM CHORD <br />GABLE END BRACING @ <br />4'4r O.C. MAX. FOR <br />FIRST (4) ROWS OF TRUSSES <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 />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-Ow SCALE:NTS <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />WOOD FRAMED GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-Ow - SEE STRUCTURAL NOTES SCALE: N.T.S. <br />FOR WIND SPEED SPECIFICATION <br />-k <br />co <br />_\c .0oz <br />.:LU cr: < <br />ou 0 <br />o..' o' Z <br />:oz <br />'��%. c".; <br />**o.. <br />o <br />oz �o a >_ <br />-:5 0, Z' tz �� -i <br />-. < �- z <br />im_ 0 � <br />2z �x - <br />, oz 't9a 0 <br />S >0 Ez, <br />D 0 3"5 0 E ac <br />i'. iocl , -ozm: <br />p <br />'ud' <br />w-9z 5tw " <br />t-� p R 9 W.'Zoz b <br />'q L. <br />F3 o zo <br />z I- z <br />F *D"- <3 P <br />Fo--- XrQpmz U) <br />Z. a 9 F-- 0' w 0: <br />P'- Z, zw owl >_ o <br />mo wz <br />Z cc - U. <br />3 00i Z" Wwo <br />>.wgw . 0 Z F: < <br />a 0 CC z <br />w w <br />0 m Lv <br />�- w � > <br />w <br />m r" <br />00 r-1 <br />tD r-4 <br />r*4 m <br />Ln oo <br />Ln <br />Z m <br />Lu a 'cr Ln --j <br />LU _j <br />Z 0 4 00 <br />ui ..-i r4 <br />0 < uj <br />"i o <br />z <Z . u 2 <br />Lu X 0 00 <br />ui <br />i <br />x < Z <br />ui < uj <br />0- W <br />I- a <br />I= z <br />0 <br />> <br />0 <br />c:) <br />Z r4 <br />0 a) r-, <br />1­4 <br />> <br />J­4 <br />M In <br />o< <br />a) In <br />L_ ILL <br />CL --N <br />00 <br />E -- -o <br />z <br />z <br />UJI C) IT <br />w <br />—i C) <br />ui <br />0 <br />z <br />UJ <br />U) <br />SCALE AS NOTED <br />DATE 05-07-2018 <br />SHEET NO. <br />S5 <br />