Laserfiche WebLink
I _ L-L L I I l 1 f Il'!I _Il' <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 DETAIL-7 (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°± <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 1 O/S6 <br />BACKNAIL w/ (2) 16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING <br />SCHEDULE FOR SHEATHING DETAIL <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 />@ 8'-0" 0/C. <br />EXTEND AT LEAST 90% OF <br />, <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 />-Z <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 />ABLE TRUSS <br />EACH JOINT w/ (3) 1 Od & <br />FROM LEDGER TO <br />SILL <br />1/2" CDX PLYWOOD OR <br />(2)1Od TOE NAILS @ EA. <br />'� <br />BLOCKING <br />' <br />FATTACHEDW/10d <br />END <br />7/16" OSB SHEATHING <br />GYPSUM WALL BOARD <br />7GABLE <br />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 />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 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 />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 />WEEP SCREED THE FIRST (4) ROWS OF TRUSSES <br />FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT @ x 48" O.C. 2x4 "T" ON TOP OF PANEL <br />INSTALLED PER MANUF. 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 10d 3" 4" O/C <br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" PLATE WASHER <br />SIMPSON META12 w/ (7) <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od 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 />1Od NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />S5 EMBEDMENT IN KO BLOCK <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 />X-BRACING, AND TOP <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />NOTES AND NAILING <br />INFORMATION <br />CO <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL wi <br />1 <br />1 <br />11 <br />(2) 16d NAILS <br />-WOOD TRUSSES <br />`D <br />00 <br />00 <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />2x4 RAT RUN BRACING <br />1 1 2" <br />" <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />SV <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 />(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 />@ 48" O/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 = 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 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 <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(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 1 J/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 HGAIOKT w/ (4) 1/4"x1 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. 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 />' <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />-1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 1 Od NAILS @ 6" O.C. <br />I SIMPSON HGAM10KTA w/ (4) <br />E ES AND 12" O.C. FIELD <br />1/4"xl 1/2" SDS SCREWS TO <br />44-24 <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 />L 2x4 BLOCKING W/ <br />EXT. WALL CONN. <br />Ob <br />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 />BLOCKING, FASTEN WITH <br />1Odx3 @ 4' O/C <br />(2) 12d TOENAILS <br />NON - LOAD BEARI <br />G LOCATIONrD <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SECTION <br />g <br />SEE TYP. WALL SECTION FOR <br />SCALE: 3/4"= V-0" S5 <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />8 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. S5 <br />SCALE: N.T.S. <br />S5 <br />11NIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) TOENAIL <br />(2) 16d NA <br />(2) 16d PER <br />JOINT <br />I- 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 />ISH SCHEDULE <br />kTTACHMENT <br />i SYP BLK'G @ 16" O.C. <br />i x 0.131" <br />AILS EA. SIDE <br />. 2x4 #2 SYP w/ 10d <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 />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 />2 x 4 BLOCKING w/ (2) 1Od <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />0 <br />z <br />LU <br />BRACING w/ (3) 10d x 3" AT _ <br />• EACH CONN. @ 24" 0/C <br />MOISTURE BARRIER <br />BOND BEAM <br />-MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. @ NON - LOAD <br />BEARING LOCATION (UNEVEN CLG.) rE� <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" - 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" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4"xl 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 />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 />E <br />" <br />O.C. TYPICAL <br />GABLE TRUSS WB <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" O.C. <br />TYPICAL Fi <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 <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 />d <br />w <br />a <br />w <br />o <br />v <br />0 <br />z o <br />m o <br />o <br />0 <br />w <br />— <br />— <br />Q <br />� <br />— <br />— <br />— <br />— <br />Q <br />Q <br /><v <br />— <br />— <br />— <br />— <br />----W <br />S' <br />d <br />— <br />— <br />— <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 />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 />1 `� <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 />PI <br />for cc <br />M <br />N <br />N <br />o'. 1 <br />Lo <br />_\ <br />a <br />Of <br />s. <br />Q <br />W <br />` <br />.0 <br />g <br />` <br />O <br />-y <br />„A <br />W <br />z <br />Q <br />SIN W N � <br />-0 <br />W L 'c ? U <br />N Mc <br />mm <br />}. <br />(n -0O- <br />U M <br />V <br />_2 <br />E i p <br />t <br />`) moo Bg <br />r� 6 U- o 9 Q <br />v—) c U a) Q <br />f, w QN <br />o EF 7 <br />a ) <br />LLI <br />LU <br />ULLUO0�O <br />Ldl U) W O h <br />� LU Q Of < z w <br />����QOQ�QZ <br />Q Q U <br />'oZ¢Q <br />1— I— <br />O O <br />c.3W�W�zoWo�mz�c2 <br />� � W W W Q J <br />o <br />a~w>W<0ZWWo�o�¢ <br />LL <br />OO Q o O O Q Z�¢ <br />�QU_ <br />I! <br />O <br />Z <br />W <br />O� <br />SL) 5 r, <br />O <br />cM O <br />Q � Co f'*- <br />LL <br />(n f` <br />M <br />O <br />QU <br />A <br />z <br />W <br />W <br />J0 <br />O <br />mi <br />co <br />)JUL <br />1vl� <br />120 <br />I <br />3 <br />Virtual Review <br />V <br />Ass <br />° <br />stAt <br />I <br />ns Review cam <br />1 edpn, <br />c. <br />pliance with the <br />101 <br />g <br />pp <br />th <br />v <br />by 0 bra Anne <br />a r <br />PXZ <br />00 <br />O <br />0 <br />O <br />O <br />0 <br />0 <br />N <br />0 <br />N <br />N <br />(♦(i/] <br />C3 <br />N <br />N <br />O <br />N <br />CD <br />o�C <br />o <br />l <br />l <br />I <br />l <br />z <br />O <br />N <br />LU <br />Of <br />W <br />� <br />> <br />N <br />M <br />'t <br />I <br />I <br />I <br />I <br />M (f� <br />Z <br />Z <br />w <br />Z <br />Q W <br />'—I <br />f­j <br />O <br />W <br />Z cn <br />O <br />V <br />� 00 <br />UVV5 <br />(— <br />Z) Z j <br />Lo -0 <br />O <br />or< <br />Q <br />Z <br />a-xd <br />F- <br />LU <br />x-< <br />TI <br />= <br />m Lu <br />fV <br />�o <br />N <br />�Zoo <br />UU) <br />� <br />(D <br />Q <br />tV <br />Q <br />U <br /><W= <br />aZ� <br />z <br />-N <br />Q <br />�Z <br />�� <br />� <br />OU <br />O <br />Z <br />S5 <br />z <br />z <br />Uj <br />J <br />Lo <br />�l ♦ <br />O <br />LAST PLOT DATE <br />Z O <br />STRUCTURAL <br />DETAILS <br />