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SIMPSON HGAM1( <br />W/ <br />(4) 1/4"xl 1/2" SDS <br />SCREWS <br />TO BLOCKING & (� <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 AND <br />FASTENERS. (MIN. FIRST 4 BAYS) MAX g <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, <br />SCHEDULE FOR SHEATHING DETAIL-7 <br />(2) 16d NAILS IF >9" SEE 10/S6 <br />45° ± <br />2x4 CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />" <br />L" BRACE TO EXTENDAT <br />EACH JOINT W/ (3) 10d <br />& (2)10d TOE NAILS @ <br />LEAST 90% OF WEB <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />2x8 P.T. <br />GABLE TRUSS <br />SILL <br />1/2" CDX PLYWOOD OR <br />' <br />7/16" OSB SHEATHING <br />ATTACHED W/ 10d <br />NAILS @ 6" O.C. EDGES <br />AND 12" O.C. FIELD <br />1 OdX3" @ 3" 0/C <br />THROUGH CHORD <br />INTO 2" 6" P.T. PLATE <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />WEEP SCREED <br />INSTALLED PER MANUF, <br />@ 48" O.C. <br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON META12 w/ (7) <br />NOTE: IF EMBEDDED <br />1Odx1 1/2" NAILS AT EA. <br />STRAP MISSED VERTICAL <br />SECTION <br />TRUSS VERTICAL(24" <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) 4"EB <br />1Od NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />S5 <br />EMBEDMENT IN KO BLOCK <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 />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />BACKNAIL w/ (2) 16d NAILS <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />MAX g SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST BAYS) <br />IF >9" SEE 10/S6 <br />BACKNAIL w/ (2) 16d NAILS <br />t7E SEE STRUCTURAL NOTES AND NAILING <br />SCHEDULE FOR SHEATHING DETAIL <br />/ <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2x8 SYP#2 "L" BRACE TO <br />A4KI�KER <br />EXTEND AT LEAST 90% OF <br />2x4 CROSS BRACEWEB <br />LENGTH & NOTCH ATAPPROX. <br />8" FROMBOTTOM <br />CHORD (SEE TABLE) <br />RIDGE FASTENED ATSIMPSON <br />H2.5Aw/(10) 8d <br />EACH JOINT wl (3) 10d &FROM <br />LEDGER TO <br />(2)10d TOE NAILS @ EA. <br />W. <br />BLOCKING <br />END <br />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 />w/ 10d NAILS @ 6" D.C. <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />EDGES AND 12" O.C. FIELD <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 1 O/S6 <br />DOUBLE TOP PLATE <br />2x4 CROSS BRACE APPROX. 8" <br />FROM RIDGE FASTENED AT <br />EACH JOINT w/ (3) 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 />Ns <br />(2) 16d NAILS <br />2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <br />THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL <br />1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM <br />SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH <br />10dx3" @ 4" 0/C <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - 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 SECTION <br />2 <br />SCALE: N.T.S. Srj <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 />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />r <br />N <br />- <br />X-BRACING, AND TOP <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />NOTES AND NAILING <br />INFORMATION <br />CO <br />SCHEDULE FOR <br />EY <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />1 1 <br />2' <br />1/ " <br />(2) 16d NAILS <br />WOOD TRUSSES <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />2x4 RAT RUN BRACING <br />1 <br />12" <br />1 ]12" <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />EACH JOINT w/ (3)mo <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />`7��ll' <br />10d & (2) 10d TOE <br />ATTACHED W/ 2 - 16d <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 <br />OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />@ 4$" 0/C FOR THE <br />2 16d NAILS <br />O <br />2x4 BLOCKING @ 24" <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL <br />FIRST (4) ROWS OF <br />14x� <br />O/C w/ (2) 16d <br />TRUSSES 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 5 112" 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 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 (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 BEARI G LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />r8 <br />ADDITIONAL INFORMATION. <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) TOENAIL <br />(2) 16d NA <br />(2) 16d PER <br />JOINT <br />CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rj_N� <br />SCALE: N.T.S. S5 <br />V VIY1 ULlll \IIYIJ <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"0.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL 10 <br />SCALE: N.T.S. S5 <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 />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />2x4 LEDGER (MATCH BOTTOM CHORD <br />SLOPE OF ADJACENT TRUSS) <br />SECTION 3 <br />SCALE: N.T.S. S5 <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S6 <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/ 1Od 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 PANEL-/ <br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ :.. <br />1 Odx3" @ 4" O/C (2) 12d TOENAILS <br />SECTION. g <br />SCALE: N.T.S. S'CJ <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 />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <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 />BACKNAIL w/ (2) 16d NAILS <br />StE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR SHEATHING <br />DETAIL <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />EACH JOINT w/ (3) <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 />(2) 16d <br />NAILS <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S6 <br />"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 />BLOCKING, FASTEN WITH <br />1Odx3" @ 4" O/C <br />SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO <br />TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. <br />DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />STUD WALL (SEE TYP. SEC.) <br />SECTION 4 <br />SCALE: N.T.S. SCJ <br />8d @ 6"O/C <br />WOOD TRUSSES <br />SIMPSON HGAM 1 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) 10d <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />z <br />a <br />BRACING w/ (3) 10d x 3" Al _ <br />• EACH CONN. @ 24" O/C <br />ls\\\ 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" - 3'-0" <br />3'-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 HGA10KT w/ (4) 1/4„x1 1/2" SDS^^ ^ <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 />SIMPSON SP2 w/ (12) <br />10d NAILS AT EACH <br />STUD <br />HIP FRAMING REFERENCE PLAN <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />10d NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <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 />LU <br />C.� <br />w <br />0 <br />1 <br />CD <br />iz CD <br />m o <br />o <br />'7r <br />0 <br />- <br />d <br />w <br />---- <br />o <br />Q <br />;� <br />---- <br />q <br />o <br />XQ <br />< <br />----W <br />Q <br />o <br />d <br />w <br />2 >_ <br />NOTE: ZTOP CHORD 2x4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />ZBOTTOM <br />@ 16" D.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 />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 />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 />1 <br />M <br />N <br />O <br />t <br />00 <br />r 3+ <br />Lo <br />0 <br />Jr <br />In <br />e} <br />Q <br />e` <br />® v: <br />Sr "@ <br />w <br />=r <br />0 <br />LU <br />i <br />W 'o o U <br />C'7 N N <br />N V �_ cmo co <br />L O <br />o <br />O u o C Q <br />i U 'o Q) a <br />i� <br />.N f' LU QN C <br />7W L 0 � 0 01 <br />V a a <br />(n <br />V <br />w <br />pLIJ w w w 2 � 0 <br />a <br />w UO <br />U <br />Q Q <br />I- <br />Q g X J, 2 3 O 0 <br />O Z LLLL _ Z p <br />��n��oZ0W00mZ <br />F- <br />Z¢¢ <br />ci <br />a o <br />u�wawcnwwwv5w�¢=p_, <br />a�¢O0WQ�zWZOUj0pa <br />LL <br />pw �i gwp <br />0� o p oQz�¢ <br />¢ <br />Ira 0 maw <br />I <br />0! <br />O <br />z N <br />1 <br />Uj <br />LD <br />Cn O <br />M O <br />U) Lo <br />CnLLti <br />In <br />0- M <br />tY 0- 2 <br />z Q <br />LUz� <br />wo <br />J O <br />mi <br />d- <br />Virtual R <br />Iview <br />Plans Review <br />As <br />ist, <br />nc <br />c <br />r compliance wit <br />m l <br />the <br />20211aid <br />p <br />vedog <br />Debra <br />A <br />' <br />'I <br />nth <br />Edit <br />o�h <br />ne <br />u <br />Tby <br />Vj <br />lr® <br />0 <br />0 <br />CDO <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />L111 <br />C <br />O <br />N <br />r- <br />N <br />O <br />O <br />N <br />® <br />co <br />O <br />O <br />i <br />i <br />i <br />z <br />N Lo <br />_O <br />0 <br />w <br />0 <br />0 <br />0 <br />0 <br />> <br />N <br />M <br />4 <br />1 <br />1 <br />1 <br />' cr <br />m <br />00 U) <br />Z Z F- <br />¢ z <br />LL <br />}� <br />O <br />W <br />Z <br />O <br />V <br />00 <br />UU0 <br />:3z� <br />O <br />O F- C <br />z <br />n��a <br />LU <br />r-1 <br />= <br />m = LU <br />(� <br />(D <br />1.- 2 <br />: <br />oz)o <br />�o <br />O <br />w Of <br />azLL <br />rz <br />� <br />OU <br />O <br />�--- m <br />I..L <br />z <br />z <br />z <br />Uj <br />J <br />o <br />r <br />LAST PLOT DATE <br />® <br />STRUCTURAL <br />® —I <br />DETAILS <br />