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r- - - - - - - - - - - - - - --- 1 <br />SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2) 16d NAILS <br />NAILING SCHEDULE FOR 2"x4" OUTLOOKER <br />SHEATHING DETAIL @ 24" O.C. <br />TOPCHORD -_ <br />:OR x A?. <br />BLOCKING I <br />FIRST FOUR <br />ROWSOF <br />TRUSSES @ <br />45* t <br />24" MAX. <br />\-SIMPSON H10A wl (18) <br />EDGES OF <br />2x4 CROS 'BRACE <br />10d x 112" @ EA. <br />SHEATHING <br />APPROX. 8" FROM <br />OUTLOOKER <br />TYPICAL @ <br />RIDGE FASTENED AT <br />1" BRACE TO EXTEND <br />48" O.C. <br />EACH JOINT W/ (3) 10d <br />AT LEAST 90% OF WEB <br />MAX. <br />& (2)10d TOE NAILS @ <br />LENGTH (SEE TABLE) <br />EA. END @ 48" O.C. <br />2x6 P.T. <br />GABLE TRUSS <br />SILL <br />1/2" CDX PLYWOOD OR <br />L J <br />7/16" OSB SHEATHING <br />— — — — — — — — — — — — — — - <br />ATTACHED W/ 10d <br />SIMPSON HGAM1 OKI <br />w/ (4) 114"xl 1/2" SDS <br />SCREWSTO <br />BLOCKING & (4) 1/4"x <br />3/4" TITEN TO CMU <br />NAILS @ 6" O.C. EDGES <br />AND 12" O.C. FIELD <br />1 OdX3" @ 3" O/C <br />THROUGH CHORD <br />INTO 2"x6" P.T. PLATE <br />2x4'7" ON TOP OF PANEL BLOCKING-\ <br />FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED <br />INSTALLED PER MANUF. <br />O.C. <br />@ 48 <br />MOISTURE BARRIER <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (9) <br />1 Odx1 1/2" NAILS AT EA. <br />TRUSS VERTICAL WEB (24" <br />NOTE: IF EMBEDDED O.C. MAX) w/ MIN. 4" <br />SECTION EMBEDMENT IN KO BLOCK <br />STRAP MISSED VERTICAL <br />WEB, USE MSTAM36 w/ (7) <br />1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. �5 <br />TITEN ON OUTSIDE <br />BACKNAIL W/ (2) 16d NAILS <br />SIMPSON H1 OA w/ (118) <br />SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA <br />NAILING SCHEDULE FOR OUTLOOKER <br />SHEATHING DETAIL <br />BACKINAIL 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 />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 />EDGESOF <br />SHEATHING TYP. <br />2X4 KICKER <br />X4K KERN <br />2x8 SYP#2 "L" BRACE TO <br />@ 8'-0" 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 />S I M PSON H2.5A w/ (10) 8d <br />EACH JOINT W/(2) 10d <br />FROM LEDGER TO <br />& (2)10d TOE NAILS @ <br />BLOCKING <br />EA. END <br />1 - GYPSUM WALL BOARD <br />GABLE TRUSS <br />2"x4" 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/ 10d NAILS @ 6" O.C. <br />L <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />EDGES AND 12" O.C. FIELD <br />2"x6" P.T. SILL <br />NOTCH 1" BRACE HERE <br />5/8" x 10""J" BOLT @ 48"O.C. <br />WEEPSCREED <br />SIMPSON HETA20 w/ (9) 1 Odx1 1/2" NAILS AT 6'- <br />INSTALLED PER MANUF. <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />GABLE WEB <br />SECTION <br />SCALE: N.T.S. <br />BACKNAIL W/ (2) 16d NAILS <br />REFER TO DETAIL J <br />Z! <br />SEE STRUCTURAL <br />ON SHEET S5 FOR <br />m <br />NOTES AND NAILING <br />X-BRACING, AND TOP <br />CN <br />F <br />SCHEDULEFOR <br />CHORD BLOCKING <br />to <br />co <br />;0 <br />SHEATHING DETAIL <br />INFORMATION <br />­q <br />- <br />2 <br />2"x4" CROSS BRACE <br />WOOD TRUSSES <br />co <br />;o <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2X4 RAT RUN BRACING <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />iv"I <br />10d & (2) 10d TOE <br />P, <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />TRUSS SPANS <br />2x4 PANEL BLOCKING <br />ATTACHED W/ 2 - 16d <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 />@ 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 <br />STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <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 />END TYP. TOP & <br />O/C W/ (2) 16d <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" <br />DIA. x 5 1/2" LAG SCREWS OR EQUAL <br />W/ (2) 16d TOENAILS <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <br />p <br />ARCHITECTURAL FINISH <br />" <br />" <br />SIMPSON H1 OA w/ (18) <br />1 Od x 1 12" AT EA. SIMPSON SP4 w/ (6) 1 Od x <br />1 12" AT EA STUD (USE <br />OUTLOOKER SP6 FOR 2 <br />6 WALL <br />USE <br />TOP CORD BLOCKING <br />FOR FIRST FOUR Flows <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 />24" MAX. ELEVATIONS) <br />DOUBLE TOP PLATE <br />2x4 CROSS BRACE APPROX. 8" <br />FROM RIDGE FASTENED AT <br />EACH JOINT W/ (2) 1 Od & (2) 1 Od <br />TOE NAILS @ EA. END <br />2x FRAME WALL (SEE WALL <br />SECTION FOR SIZE & SPACING) <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. EDGES <br />AND 12" O.C. FIELD <br />(2) 16d NAILS <br />� <br />2x4 PANEL BLOCKING @ 48" <br />2x BLOCKING <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 w/ (2) <br />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. �5 <br />SIMPSON H10A w/ (18) <br />1 Od x 112" AT EA. <br />OUTLOOKER <br />(2) 16d NAILS <br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 <br />DIA. x 7 <br />LAG SCREWS OR EQUAL <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 />2X4 OUTLOOKER <br />@ 24" O/C <br />TOPCORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />X <br />24" tMAX. 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 />ES AND 12" O.C. FIELD <br />/,,--JACK TRUSS <br />SEE PLAN FOR <br />ED CONNECTION <br />r� <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />NON - LOAD BEARNG LOCATION KD <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" 1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8_"� SECTION r9 <br />�, �5 <br />ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. <br />'\ �5 <br />2"X4" OUTLOOKER @ 24" <br />O.C. W/ (2) 1 Od PER JOINT <br />IINIMUM 2x OVERLAP TRUSS BRACING <br />:ROSS BRACING <br />3EE PLAN FOR WOOD TRU E AT LEAST TWO TRUSS SPACES' <br />OCATIONS) 1 Odx3" O/C @ <br />TOENAILJ 6" O/C 2"X4" <br />W/ (2) 16d TYPICAL RUNNERS <br />(2) 16d PER NAILS 12'MAX <br />JOINT <br />CONTINUOUS BOTTOM CORD BRACING TX4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. S5 <br />GABLE END -BRACING DETAIL <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N775. <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <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 W1 10d @ 4" OIC <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />2X4 BLOCKING W/ <br />(2) 12d TOE NAILS <br />BACKNAIL w/ (2) 16d NAILS <br />SEE STRUCTURAL NOTES - <br />AND NAILING SCHEDULE <br />Zx4" 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) 16d TOENAILS <br />SIMPSON H1 OA w/ (118) <br />1 Od x 1 12" AT EA <br />OUTLOOKER <br />2x4 OUTLOOKER <br />TOPCORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />24" MAX. EDGES OF <br />- <br />SHEATHING TYP. <br />r"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />/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 "T" ON TOP OF PANEL <br />Inzi BLOCKING, FASTEN WITH <br />X <br />1 Odx3" @ 4" O/C <br />X. <br />24- tMA <br />(2) 16d <br />NAILS <br />SIMPSON HGAII OKT w/ (4) 1/4"xl 1/2" <br />SDS SCREWS TO TRUSS & (4) 1/4"0" <br />SIMPSON SP2 w/ (12) 10d <br />SIDS SCREWS TO PLATES AT 36" O.C. <br />NAILS AT EACH STUD <br />DBL. TOP PLATE <br />STUD WALL (SEE TYP. SEC..) <br />SECTION K**4� <br />SCALE: N.T.S. �5 <br />8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od <br />TOE NAILS AT EACH END @ <br />WOOD TRUSSES <br />124" O/C (TYP) <br />v 14 v Nv <br />\-BRACING w/ (3) 10d x 3" AT <br />EACH CONN. @ 24" O/C <br />\\\-MOISTURE BARRIER <br />\-BOND BEAM <br />MASONRY WALL <br />FINISH <br />SIMPSON HGAM1 OKTA W/ (4 <br />1/4"xl 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"X2 3/4" <br />TITEN TO CMU <br />Pl��ARCHITECTURAL <br />EXT. WALL CONN. @ NON - LOAD <br />BEARING LOCATION (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 <br />ADDITIONAL INFORMATION. <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />1" BRACE <br />(1) 2"x4" (U.N.O.) <br />1" BRACE <br />74" (U.N.O.) <br />1" BRACE <br />24" <br />0-0" - T-O" <br />3'-Of'- 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) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS <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 />51 MI'Z5UN jH;l W/ (1 Z) <br />10d NAILS AT EACH <br />STUD <br />HIP FRAMING REFERENCE PLAN <br />z <br />W <br />2x4 BLOCKING-� --2x4 "T" BLOCKING <br />@ 481, O.C. 16d NAIL <br />1" BRACE <br />ATTACHED W/ <br />1 Od NAILS @ 4" <br />'AL <br />GABLE TRUSS WEB <br />DOUBLE 1" BRACING DETAIL CE <br />SCALE: N.T.S. S53 <br />W <br />1:)4 <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />1" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" O.C. <br />TYPICAL <br />GABLE TRUSS E <br />SINGLE 1" BRACING DETAIL 6 <br />SCALE: N.T.S. �Sl <br />DIAPHRAGM -4 <br />7ETRUSS *WEB <br />BLOCKING @ <br />48': O/C BLE TRUSS <br />GA <br />TRUSS VERTICAL <br />(2) 2"x8" "L" BRACE <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE /`_7 <br />AS PER HIB 91 SCALE: N.T.S. �5 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTT04 CHORD BRACING 2X4 MIN. <br />Laq q <br />IN <br />1141111 <br />I <br />M <br />m VIA <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2) -7 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 />ASPER BCSI 1-13 <br />SCISSOR TRUSS <br />� cl: <br />ZTOP & 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 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 />A DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NIS <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 />% <br />- <br />_j <br />LU cc: < <br />0: Z <br />'r. 0 0. z <br />.0 <br />0.� <br />CO <br />0� <br />Wnou 0, <' t: <br />m z <br />- Z' to 0 5 <br />:01 g -'. <br />� 0, iz� >_ �- W uj <br />z w58 -:i <br />E�, 1 Z. 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