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SIMPSON HGAM11 <br />W/ <br />(4) 1/4"xl 112" 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/. <br />SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 <br />45° ± <br />2x4 CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />EACH JOINT W/ (3) 10d <br />AT LEAST 90% OF WEB <br />& (2)10d TOE NAILS @ <br />LENGTH (SEE TABLE) <br />EA. END @ 48" O.C. <br />2x8 P.T. <br />GABLE TRUSS <br />SILL <br />1/2" CDX PLYWOOD OR <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" O/C <br />THROUGH CHORD <br />INTO 2"x6" 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 />1Odxl 1/2" NAILS AT EA. <br />STRAP MISSED VERTICAL <br />SECTION <br />TRUSS VERTICAL WEB (24" <br />1 <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 />��5� <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. 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 />/ <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2x4 KICKER <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 />SIMPSON H2.5A w/ (10) 8d <br />EACH JOINT w/ (3) 1 Od & <br />(2)10d TOE NAILS @ EA. <br />FROM LEDGER TO <br />END <br />BLOCKING <br />GYPSUM WALL BOARD GABLE TRUSS <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/i6" <br />CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED <br />w/ 10d NAILS @ 6" O.C. <br />2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD <br />SLOPE OF ADJACENT SCISSO7 <br />R 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 />(2) 16d NAILS <br />2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <br />1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL <br />@ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH <br />SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" 4" 0/C <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS <br />& (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />GABLE WEB SECTION <br />2 <br />SCALE: N.T.S. 5 <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END, <br />EFER TO DETAIL J <br />iN SHEET S5 FOR <br />_BRACING, AND TOP <br />HORD BLOCKING <br />N <br />M M <br />N <br />&0 00 <br />SEE SCHEDULE - [RSH] <br />AND FASTENERS. (MIN. <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />- ON FRAMING SHEET FOR SHEATHING <br />FIRST 4 BAYS) <br />WORMATION <br />`° <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAILw/ <br />1 1 1/ <br />(2)16d NAILS <br />VOOD TRUSSES <br />`° :" co <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />x4 RAT RUN BRACING11 <br />1 1 2 1 1 2 <br />RIDGE FASTENED AT <br />,T 24" O.C. ON TOP OF <br />EACH JOINT w/ (3) <br />OTT. CHORD FOR 4 <br />10d & (2) 10d TOE <br />RUSS SPANS <br />NAILS @ EA. END <br />,TTACHED W/ 2 -16d <br />,T EA. TRUSS JOINT <br />" � � � <br />(2) 2 x 4 LAMINATIONS W/ (1) ROW (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 OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />HE <br />@ 48" 0/C FOR THE <br />2 16 <br />() d NAILS <br />x4 BLOCKING @ 24" <br />(D = 0.148 , L = 3) OR EQUAL (D = 0.207", L = 4 1/2) OR EQUAL (D = 0.207 , L = 4 112") OR EQUAL <br />FIRST (4) ROWS OF <br />►/C w/ (2) 16d <br />TRUSSES FROM EA. <br />OENAILS @ 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 51/2" LAG SCREWS OR EQUAL <br />BOTTOM ATTACHED <br />IASONRY WALL <br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />w/ (2) 16d TOENAILS <br />RCHITECTURAL 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 />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARI G LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS(8 <br />ADDITIONAL INFORMATION. <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 />9"YA" MIN SFF M/S5 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. S5 <br />12" <br />,SH SCHEDULE <br />,TTACHMENT <br />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 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 />@ <br />2x4 LEDGER (MATCH BOTTOM CHORD <br />SLOPE OF ADJACENT TRUSS) <br />SECTION(a� <br />SCALE: N.T.S. S5 <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 />SEE 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/ 1 Od 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 HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO —� <br />TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d <br />DBL. TOP PLATE NAILS AT EACH STUD <br />STUD WALL (SEE TYP. SEC.) <br />SECTION 4 <br />SCALE: N.T.S. S5 <br />MAX. 9" <br />UNSUPPORTED, 8d @ 6"0/C <br />IF >9" SEE 10/S6 r-WOOD TRUSSES <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/ 10d NAILS @ 6" O.C. <br />SIMPSON HGAMIOKTA w/ (4) <br />E ES AND 12" O.C. FIELD <br />1/4"xl 1/2" SDS SCREWS TO <br />JACK TRUSS <br />BLOCKING & (4)1/4"x2 3/4" <br />SEE PLAN FOR <br />TITEN TO CMU <br />CONNECTION <br />2x4 "T" ON TOP OF PANEL-/ <br />BLOCKING, FASTEN WITH 2x4 BLOCKING W/ <br />1Odx3" @ 4" O/C (2)12d TOENAILS <br />SECTION 9 _ <br />SCALE: N.T.S. S5 <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 />2 x 4 BLOCKING w/ (2) 1 Od <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />❑ <br />z <br />� a <br />BRACING w/ (3) 10d x 3" AT _ <br />• EACH CONN. @ 24" 0/C <br />__'. N \_ <br />MOISTURE BARRIER <br />\_BONDBEAM <br />-MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. @ NON - LOAD <br />BEARING LOCATION (UNEVEN CLG.) KT <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 />"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-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" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGAI OKT wl (4)1/4"x1 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />\—STUDS @ 16" O.C. <br />GABLE END BRACING DETAIL SCALE:3/4"=l'-O" <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 />END JACK <br />1 T-O" MAX. <br />yGo <br />Wo <br />0: <br />CORNER JACK <br />C7 <br />Y <br />a <br />W <br />z <br />x <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 />1Od 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/ 1Od NAILS @ 4" 0.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 <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE r7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -t r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />M <br />ON <br />mom <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 />L <br />AS PER BCSI <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-0" <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <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) JUL <br />V_?l <br />�Mi�CVirtual Review Assist <br />COSMETIC DROP CEILING FR eview completed an <br />20201 <br />for compliance <br />by DebraAnne <br />'th eKlahrr f <br />SCALE: NTS <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 />i <br />Cc <br />N <br />N <br />00 <br />LO <br />0, <br />[>: <br />-11 <br />W <br />: `v� L' <br />p <br />z <br />Q <br />Ln <br />N LO ry E <br />C 140 �? UU <br />AMC v <br />�- <br />N <br />}' O 0 u co <br />V -0 z <br />u <br />�b- <br />0M8 610 0Q <br />tnN` <br />w a ^ ) <br />�O <br />TW <br />v <br />`. <br />^ c <br />L <br />❑ � ( W Q <br />Wg_j WzF <br />wF <br />o 3�CD cY-_j 0U_0000-0 <br />❑Q. <br />Q <br />U)LUan <br />w(02WxOWa0dzLOz <br />�zW <br />Jd <br />O O (� <br />Cn <br />W W <br />QQ�Q <br />a0 <br />0Z5 Z� <br />Wa <br />0 <br />U. <br />>R <br />O <br />O <br />z W <br />0 <br />U) <br />CiF-:MO <br />QU)MI'­ <br />2WLLO <br />z <br />IZM <br />co <br />< <br />z 0 <br />WCD <br />W <br />JO <br />O <br />J <br />N <br />N <br />N <br />N <br />N <br />N <br />ti <br />'t <br />I� <br />e- <br />t <br />r <br />t <br />r <br />O <br />N <br />O <br />N <br />O <br />nc: <br />app ve <br />C 7th dition <br />O <br />O <br />i o <br />co <br />CO <br />0 <br />0 <br />0 <br />'r- <br />Ir- <br />N <br />N <br />N <br />N <br />N <br />O <br />N <br />O.�O <br />CV <br />N <br />0 <br />C � <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />CA <br />N <br />t <br />c0 <br />O <br />0 <br />00 <br />O <br />M <br />, <br />N <br />O <br />I <br />N <br />0 <br />0 <br />, C) <br />0 <br />C) <br />O' <br />r- <br />0 <br />CD <br />0 <br />Nu/) <br />�i <br />J <br />Cn <br />> <br />0 <br />0:0 <br />CD <br />0 <br />0 <br />N <br />0i <br />d' <br />0 <br />CO <br />Imo• <br />Cr <br />CO �_ <br />Z Z <br />0 <br />O� <br />W' <br />W W Cn <br />0 <br />Uo�a <br />O <br />CL <br />Z <br />Uj <br />Q <br />WF'� <br />�— <br />=m=Z <br />!n <br />V <br />Z 3:J <br />N <br />00 <br />�-2Z <br />0 <br />° <br />W <br />M <br />�ZZ'L <br />(.0 <br />� N <br />-3 W <br />N <br />U)QZ <br />a <br />z <br />O <br />z <br />U <br />a <br />OU <br />_O <br />m <br />i <br />Z <br />W <br />W <br />m <br />o <br />LAST PLOT DATE <br />> n N <br />May. 9, 23 <br />Z4_0 <br />O <br />STRUCTURAL <br />— J <br />DETAILS <br />