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SIMPSON HGAMV <br />W/ <br />(4) 1/4"x1 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 />45' ± <br />2x4 CROSS BRACE <br />` <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. GABLE TRUSS <br />SILL 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" O/C <br />THROUGH CHORD <br />INTO 2"x6" P.T. PLATE <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />FASTEN WITH 10dx3" @ 4" 0/C SPACED <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 />1 Odx1 1/2" NAILS AT EA. <br />STRAP MISSED VERTICAL SECTION <br />TRUSS AX) VERTICAL <br />MIN 4 WEB (24" <br />WEB, USE MSTAM36 w/ (7) <br />1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. <br />S5 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 />45°± I/ <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 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 />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" 0/C. <br />EXTEND AT LEAST 90% OF <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />' <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) 10d & <br />FROM LEDGER TO <br />(2)10d TOE NAILS @ EA. <br />BLOCKING <br />END <br />GYPSUM WALLBOARD <br />GABLE TRUSS <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />' <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/ 1Od NAILS @ 6" O.C. <br />EDGES AND 12" O.C. FIELD <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)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/ 1 Od 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 @ 4$" 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 />1Odx3" @ 4" O/C <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od 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. �S�5 <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />EE SCHED LE R H ON FRAMIN SHEET F R HEATHING <br />S U -[ S I- G O S <br />REFER TO DETAIL J <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP <br />M <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 />1 <br />1l <br />" <br />(2) 16d NAILS <br />WOOD TRUSSES <br />;o <br />00 <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />yz <br />2x4 RAT RUN BRACING <br />1 <br />1 2" <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />t2' <br />EACH JOINT w/ (3) <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />10d & (2) 10d TOE <br />NAILS @ EA. END <br />NK< <br />ATTACHED W/ 2 -16d <br />AT EA. TRUSS JOINT <br />�� �� <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 <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />@ 48 0/C FOR T HE HE <br />(2) 16d NAILS <br />2x4 BLOCKING @ 24" <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 />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 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 />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 BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) r8-""N <br />SEE TYP. WALL SECTION FOR SCALE, 3/4"= l'-O" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <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 />L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. S5 <br />GABLE END BRACING DETAIL <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 wl 1 Od <br />XO.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL 10 <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 />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 />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 />SIMPSON HGAIOKT 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) 1 Od <br />NAILS AT EACH STUD <br />STUD WALL (SEE TYP. SEC.) <br />SECTION 4 <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 <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 />1 Odx3" @ 4" O/C <br />MAX. 9" 8d @ 6"O/C <br />UNSUPPORTED, <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/ 1Od NAILS @ 6" O.C. <br />E ES AND 12" O.C. FIELD <br />SIMPSON HGAM1OKTA w/ (4) <br />1/4"x1 1/2" SDS SCREWS TO <br />JACK TRUSS <br />SEE PLAN FOR <br />BLOCKING & (4) 1/4"X2 3/4" <br />TITEN TO CMU <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 K�9 <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 />"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 />z <br />7 a <br />BRACING w/ (3) 10d 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 />"L" BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-O" <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 HGAIOKT w/ (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"=1'-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />TRUSS <br />SIMPSON SP2 w/ (12) <br />1 Od NAILS AT EACH <br />STUD <br />END JACK <br />1 l'-O" MAX. <br />o <br />CORNERJACK <br />" <br />0 <br />Y <br />a <br />UQ <br />m <br />w <br />z <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" 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 />4$" 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 />LM <br />Ll <br />Fill <br />�1Fill <br />a <br />NOTE: ZTOP CHORD 2X4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS <br />THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 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 � L <br />AS PER BCSI SCALE: N,T.S. �c <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 />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 JUL 2 2023 <br />SCALE:NTS <br />In <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 />and appN"'° <br />12C FBC 1th 11" <br />lhr PX2300 <br />7� <br />cn <br />0 <br />a� <br />4 - <br />uo <br />M <br />�. <br />z <br />cn <br />/I <br />4) a)LO - E <br />> o 9 o <br />L 'o <br />_W <br />� <br />c U <br />-% 0 M �! ti <br />(A 2 <br />N <br />_ <br />V � <br />c <br />� 0QQa <br />: VQ <br />'Np <br />wDy <br />N <br />i m a <br />LU <br />(� W <br />ui vi w 0 ►- <br />w~Q Q:mJp mQYzw <br />W:D J�03:r iU0O-j0 <br />4 U <br />Q F- <br /><c� zL,_°zm°°��a <br />Ci z§0 0=00mmz <br />zz U <br />Q o <br />Z <br />(nLua.�7nwwlu neap <br />¢~W�w��wwoow <br />v�°d <br />0X o = oQ <br />¢ <br />¢ <br />w <br />0 <br />Il <br />O <br />N <br />ZW <br />O� <br />W m <br />L_ co O <br />coI-- <br />z <br />Q Un <br />L <br />m U) <br />WL <br />ce) <br />00 <br />ZUFQ- <br />Z � <br />W <br />w o <br />J <br />O <br />mi <br />CD <br />04 N <br />N'N <br />N <br />N <br />N <br />I�- <br />T- <br />414 <br />N <br />" N <br />O <br />O <br />O <br />0 <br />0 <br />0 <br />00 <br />m <br />l <br />co <br />00 <br />'' 0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />N <br />o <br />N <br />0 <br />N <br />� <br />0 <br />;N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />CA <br />N <br />00 <br />OO <br />Ln <br />- <br />00 <br />OO <br />M <br />e� <br />Ili <br />N <br />O <br />M <br />C <br />may. <br />"- <br />0 <br />a)O <br />0 <br />T- <br />O <br />T- <br />� <br />0 <br />cD <br />0 <br />n <br />.� <br />� <br />N� <br />am <br />>�Nr <br />O <br />ono <br />� <br />o <br />0 <br />Lo <br />0 <br />0 <br />Ln <br />a- <br />Z Z <br />_ <br />O <br />Wv <br />w w rA <br />> <br />♦J <br />O <br />vo>Q <br />_ <br />OwlI---a <br />i.L <br />Vl <br />Z� <br />Q <br />M 0 Z <br />a <br />= <br />fV <br />z j J <br />�mzxM <br />_zz <br />N <br />OUa�u, <br />SQQz <br />�� <br />Z <br />LL <br />Z <br />U <br />a <br />ou <br />O <br />W <br />Z <br />z <br />J <br />//�� <br />w <br />M <br />O <br />LAST PLOT DATE <br />>Q <br />It 0 <br />May. 9, 23 <br />Z O <br />STRUCTURAL <br />— J <br />DETAILS <br />