Laserfiche WebLink
1 <br />SIMPSON HGAM11 <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. 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 />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 />45° ± <br />SEE STRUCTURAL <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 />. <br />"L" <br />�° 8 0 0/C. <br />EXTEND AT LEAST 90% OF <br />, <br />' <br />\ <br />EACH JOINT W/ (3) <br />BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />& (2)10d TOE NAILS @ <br />@ <br />.� <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 />'� <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" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7 <br />OSB SHEATHING ATTACHED <br />10dX3" @ 3" 0/C <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />w/ 10d NAILS @ 6" O.C. <br />THROUGH CHORD <br />2"x4" 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 />j 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 10dx3" @ 4" O/C <br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />ION <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <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 />10dx1 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 />1 <br />GABLE WEB SECTION 2 <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4" <br />10d NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />S5 <br />EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. 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 />r <br />f <br />X-BRACING, AND TOP <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />NOTES AND NAILING <br />INFORMATION <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />1 <br />1 <br />1/ <br />(2) 16d NAILS <br />- WOOD TRUSSES <br />(D <br />;o <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />-2x4 RAT RUN BRACING <br />1 <br />1 2 <br />1 <br />1 2 N <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />EACH JOINT w/ (3) <br />BOTT. CHORD FOR 4 <br />10d & (2) 10d TOE <br />TRUSS SPANS <br />NAILS @ EA. END <br />ATTACHED W/ 2 -16d <br />AT EA. TRUSS JOINT <br />� <br />(2) 2 x 4 LAMINATIONS W/ (1) ROW <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 OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />/C FOR THE <br />FIRSTO(4) <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 (D = 0.207 , L = 4 1 /2') OR EQUAL <br />ROWS OF <br />; <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 1/2" 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 <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 />(SPACE AS SHOWN FOR 3-PLY) <br />2x4 LEDGER (MATCH BOTTOM CHORD <br />SLOPE OF ADJACENT TRUSS) <br />SECTION 3 <br />SCALE: N.T.S. SrJ <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/ 10d NAILS @ 6" O.C. <br />E ES AND 12" O.C. FIELD <br />JACK TRUSS <br />SEE PLAN FOR <br />CONNECTION <br />OF THE LAST LAMINAT 2x4 "T" ON TOP OF PANEL <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ <br />EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" O/C (2) 12d TOENAILS <br />NON -LOAD BEARI G LOCATION p B.u.c., SAME NUMBER OF ROWS, SAME SPACING) SECTION g <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />11NIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) <br />(2) 16d PER <br />JOINT <br />I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rj_"� <br />SCALE: N.T.S. <br />GABLE END BRACING DETAIL <br />TOENAIL <br />(2) 16d NA <br />12" <br />SEE RSH SCHEDULE <br />FOR ATTACHMENT <br />2X4 #2 SYP BLK'G @ 16" O.C. <br />(2) 10d x 0.131" <br />TOENAILS EA. SIDE <br />CONT. 2x4 #2 SYP w/ 10d <br />X0.131" @ 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 <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL rm <br />SCALE: N.T.S. 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 />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR SHEATHING <br />DETAIL <br />MAX. 9" <br />UNSUPPORTED, <br />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 />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 />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 />NAILS <br />ATTACHED w/ 10d 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 />BLOCKING, FASTEN WITH <br />10dx3" @ 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. <br />DBL. TOP PLATE <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />STUD WALL (SEE TYP. SEC.) <br />SECTION <br />4 <br />SCALE: N.T.S. <br />S5 <br />8d @ 6"O/C <br />Tni �nnrn <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 />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 />E <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ <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 />T-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"xY SDS SCREWS <br />TO PLATES (TYP.) <br />STUDS @ 16" O.C. <br />GABLE END BRACING DETAIL SCALE:3/4"=1'-O" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SIMPSON SP2 w/ (12) <br />1Od NAILS AT EACH <br />STUD <br />HIP FRAMING REFERENCE PLAN <br />0 <br />z <br />w <br />a_ <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED WI <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/ 10d NAILS @ 4" 0.C� <br />TYPICAL <br />GABLE TRUSS WEB J <br />SINGLE "L" BRACING DETAIL s <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 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5, r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />C� <br />w <br />wCi <br />0 <br />�t <br />o <br />' <br />z o <br />m o <br />o <br />0 <br />w <br />— <br />— <br />— <br />— <br />o <br />T <br />cC <br />G <br />oLud <br />----w <br />o <br />w <br />NOTE: /-TOP 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 REQUIREDZ <br />BOTTOM 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 />W/ DROP CEILING BRACING DETAIL <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 />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />A <br />\ * NUU L 'i LULL <br />h <br />EC��>:Il:� � ,Jy utJ� ;. •:: � .��.� i� r�i�L:S00 <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 />,,p <br />N <br />Lo <br />" q <br />Lo <br />o <br />Lo <br />w <br />0 <br />w <br />0 <br />z <br />Q <br />0 /��1/� E <br />o ' <br />W a✓ U <br />MNvi <br />2 <br />vi U 41 M <br />[ E <br />O �o Q <br />t u6 <br />7� <br />c^n` V Lu sl <br />(D L 00ocn <br />a -0 <br />w <br />wP w J w200 <br />Q <br />Q U <br /><cyx-j ip3wz�oao <br />�p zw O 0 Q <br />30296z0ir00mZ? <br />F- <br />U <br />U) dLLI fn W W f 5 2' Q <br />�OZ <br />LL <br />QH¢0WacpnzIZOgOpa <br />pw �i �w6 Q Q <br />p pQz <br />0 <br />0 �a� <br />O <br />N <br />Z <br />lli <br />O� <br />4 <br />> d <br />Es m <br />Q U) co � <br />z <br />Lq <br />I— 0If cM <br />00 <br />< >- <br />ZU fa- <br />W <br />W� <br />J 0 <br />mi <br />co <br />d' <br />i <br />i <br />i <br />I <br />I <br />[ <br />N <br />N <br />N <br />O N <br />O N <br />N N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />CV <br />I ) <br />�_ <br />M <br />04 <br />O <br />07 <br />O <br />O <br />— <br />N <br />O <br />, <br />z <br />0 <br />'^ <br />L/ <br />W <br />W <br />> <br />o <br />o <br />N <br />CD <br />M <br />o <br />I <br />, <br />I <br />I <br />t <br />� <br />� <br />zZ <br />v, <br />Q z <br />W <br />O <br />Z co <br />4. 0 <br />O <br />W <br />U <br />ZZ <br />1OO <br />U U 7n <br />00 <br />Z <br />CL X <br />mow¢ <br />= <br />mlzw <br />cV <br />� <br />O <br />zo= <br />W <br /><�� <br />. . <br />0 <br />wO <br />— <br />� <br />� <br />Q <br />Z <br />gwIx <br />W W <br />az <br />U <br />0 <br />IZ <br />_0 <br />W <br />w <br />z <br />S5 <br />z <br />z <br />z <br />w <br />W <br />J <br />C) <br />N <br />LAST PLOT DATE <br />. . <br />z 0 <br />STRUCTURAL <br />DETAILS <br />