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SIMPSON HGAMV <br />W/ <br />(4)1/4"xl 1/2" SDS <br />SCREWS <br />TO BLOCKING & (i <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. 9" <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, <br />SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 <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 />45°f <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />MAX g�� SEE SCHEDULE - IRSH] - 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° t <br />SEE STRUCTURALle <br />NOTES AND NAILING <br />2x4 CRO <br />BRACE <br />SCHEDULE FOR <br />APPROX. 8" FROM <br />SHEATHING DETAIL <br />2x4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />RIDGE FASTENED AT <br />@ 8'-0" 0/C. <br />EXTEND AT LEAST 90% OF <br />EACH JOINT W/ (3) 10d <br />"L" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />' <br />& (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />2x8 P.T. <br />GABLE TRUSS <br />EACH JOINT w! (3) 10d & <br />FROM LEDGER TO <br />SILL <br />1/2" CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. <br />BLOCKING <br />' <br />7/16" OSB SHEATHING <br />END <br />ATTACHED W/ 10d <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />NAILS @ 6" O.C. EDGES <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR 7/16" <br />' <br />AND 12" FIELD <br />AND1 O.C.. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />OSB SHEATHING ATTACHED <br />1 @ 3" <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />w/ 10d NAILS @ 6 O.C. <br />THROUGH CHORD <br />2"x47 <br />" LEDGER (MATCH BOTTOM CHORD <br />EDGES AND 12" O.C. FIELD <br />INTO 2"x6" P T PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S6 <br />DOUBLE TOP PLATE <br />2x4 CROSS BRACE APPROX. 8" <br />FROM RIDGE FASTENED AT <br />EACH JOINT w/ (3) 10d & (2) 10d <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 />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <br />FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL <br />INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM <br />@ 48" O.C. BLOCKING, FASTEN WITH <br />SIMPSON META12 w! (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w! (2) 16d TOENAILS <br />MOISTURE BARRIER 1 Od 3" 4" 0/C <br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOC - <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 Odx1 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 />GABLE WEB SECTION 2 <br />WEB, USE MSTAM36 w! (7) <br />O.C, MAX) w/ MIN. 4" <br />1Od NAILS & (4) 1/4"X21/4" <br />SCALE: N.T.S. <br />EMBEDMENT IN KO BLOCK <br />S5 <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 />T <br />r <br />X-BRACING, AND TOP <br />" <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />NOTES AND NAILING <br />INFORMATION <br />`° <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />1 <br />1K <br />1/ <br />(2) 16d NAILS <br />-WOOD TRUSSES <br />co <br />co <br />2"x4" CROSS BRACE <br />APPROX, 8" FROM <br />2x4 RAT RUN BRACING <br />1 <br />12" <br />1 <br />1 2" X <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />EACH JOINT w/ (3) <br />; <br />BOTT. CHORD FOR 4 <br />10d & (2) 10d TOE <br />TRUSS SPANS <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 " <br />() (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 />HE <br />@ 48" 0/C FOR THE <br />2 16d NAILS <br />( ) <br />2x4 BLOCKING @ 24" <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/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 <br />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 />wl (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 @ <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 1 O/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 2x4 BLOCKING W/ :..: <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. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3 @ 4 O/C (2) 12d TOENAILS <br />NON - LOAD BEARI G LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: 3/4 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g <br />ADDITIONAL INFORMATION. S5 SCALE: N.T.S. SCALE: N.T.S. S5 <br />S5 <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) TOENAIL i <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's� <br />SCALE: N.T.S. S5 <br />GABLE END BRACING DETAIL <br />12" <br />ISH SCHEDULE <br />kTTACHMENT <br />2 SYP BLK'G @ 16" O.C. <br />i x 0.131" <br />AILS EA. SIDE <br />2x4 #2 SYP w/ 1 Od <br />XO.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL (*'l0 <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 />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 />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />2x4 #2 SYP BLK'G 0 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 MAX. 9" <br />SEE STRUCTURAL NOTES AND UNSUPPORTED, <br />DETAIL <br />SCHEDULE FOR SHEATHING IF >9" SEE 10/S6 <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />EACH JOINT w/ (3) <br />; <br />AT LEAST 90% OF WEB <br />10d & (2) 10d TOE <br />LENGTH (SEE TABLE) <br />NAILS @ EA. END <br />GABLE TRUSS <br />2x4 PANEL BLOCKING <br />-- <br />/1/2" CDX PLYWOOD OR <br />@ 48" O/C FOR THE <br />(2) 16d <br />7/16" OSB SHEATHING <br />FIRST (4) ROWS OF <br />; <br />NAILS <br />ATTACHED w/ 1Od NAILS <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />END TYP. TOP & <br />O.C. FIELD <br />BOTTOM ATTACHED <br />W/ (2) 16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />If BLOCKING, FASTEN WITH <br />10dx3" @ 4" 0/C <br />SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO <br />TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES AT 24" O.C. <br />DBL. TOP PLATE <br />SIMPSON SP2 w! (12) 10d <br />STUD WALL (SEE TYP. SEC.) <br />NAILS AT EACH STUD <br />. <br />SECTION <br />4 <br />SCALE: N.T.S. <br />S5 <br />8d @ 6"O/C <br />�ninnn Toi iee�e <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 />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 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" - T-O" <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 10dx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />'---CONT. BEARING <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 />END JACK <br />11'-O" MAX. <br />a <br />9 <br />Y CORNERJACK <br />U <br />w <br />z <br />cr <br />0 <br />U <br />HIP FRAMING REFERENCE PLAN <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />1 Od NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <br />2x4'7" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 1Od NAILS @ 4" O-C� <br />TYPICAL <br />GABLE TRUSS WEB J <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 />aq <br />NOTE: ZTOP CHORD 2x4 #2 SYP BRACING <br />NOTE: ZTOP CHORD 2x4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />@ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />BAYS <br />THAT MY BE REQUIRED <br />BZOTTOM 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) 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 />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 />- 2 2023 <br />Iv d <br />E 'tion <br />c+9 <br />IN <br />cn <br />cn <br />y��`-ii� as <br />Lo <br />4t <br />`. <br />ROO ] 80 °,� <br />Q <br />Lu <br />0 <br />w <br />z <br />Q <br />W L Q'o o U <br />7 N 2 <br />.F N ai <br />vi u M <br />/ • co <br />c: W E O u <br />o <br />p�8 o Q <br />'s QN N <br />V w <br />n ` c �; <br />W >V 0 co N <br />�v ^�ncl <br />LLI w <br />w <br />w w w i 0 <br />H w J w z Q' <br />Q z <br />�O��aOQ�awV0So <br />Q Q U <br />�OO�ZWLL0zmo' <br />ou)� o_Zo�oomaz <br />Q <br />O O <br />O Z <br />fn�n jcAww�_zu_ <C)WJ <br />QFQOw �zWZOw0pa. <br />U- <br />Ow i�� swop <br />a <br />oQ o 0 o¢z <br />LL Q LL <br />>I <br />O <br />Z CV <br />Ow <br />> (n CD <br />DU)cCMO <br />J <br />� <br />� <br />W Lq <br />�-0�Q_Cie) <br />QUQ� <br />Z <br />� <br />ww <br />J 0O <br />� <br />� <br />0 <br />oo''oIN <br />IN <br />0 <br />0 <br />0 <br />O <br />N <br />O <br />CCO <br />Cl <br />CD <br />O <br />� <br />N <br />CD <br />z <br />O <br />NLo> <br />N <br />m <br />v <br />ZZ <br />¢W <br />O <br />W <br />U <br />000 <br />uj <br />UUU5 <br />0 <br />ova <br />Z <br />a.iza <br />w <br />u) <br />w~ <br />Lu <br />N <br />Z-'O <br />w <br />>" <br />(L <br />Qm� <br />■ ■ <br />(.0 <br />0 <br />z0fo <br />O <br />Q <br />0 <br />a.Z� <br />Z <br />az <br />3e <br />Q <br />F� <br />� <br />OU <br />O <br />CL <br />Z <br />Z <br />z <br />w <br />W <br />J <br />N <br />LAST PLOT DATE <br />. . <br />Z <br />O <br />STRUCTURAL <br />-- <br />DETAILS <br />