Laserfiche WebLink
SIMPSON HGAM11 <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 DETAIL- (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 91, 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 />SEE STRUCTURAL <br />NOTES AND NAILING <br />2x4 CR0 <br />2x4 CRO. <br />BRACE <br />SCHEDULE FOR <br />8" FROM <br />SHEATHING DETAIL <br />2x4 KICKER <br />KER <br />2 <br />2x8 SYP#2 "L" BRACE TO <br />RIDGE FASTENED AT <br />• <br />8 0 <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 />& (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 />'• <br />BLOCKING <br />• <br />7116" OSB SHEATHING <br />END <br />GYPSUM WALLBOARD _]I <br />ATTACHED W/ 1 Od <br />GABLE TRUSS <br />NAILS @ 6" O.C. EDGES <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />CDX PLYWOOD OR 7/16" <br />AND 12" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7 <br />OSB SHEATHING ATTACHED <br />OS <br />10dX3" @ 3" O/C <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />w/ 10d NAILS @ 6" O.C. <br />Ix <br />THROUGH CHORD <br />2"x4" LEDGER (MATCH BOTTOM CHORD L <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/ 1Od NAILS @ 6" O.C. EDGES <br />AND 12" O.C. FIELD <br />(2) 16d NAILS <br />INTO 2 x6 P.T. PLATE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE <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 />L T <br />SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" FA <br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />MOISTURE BARRIER <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 />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.3. <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 />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />N <br />N <br />f <br />X-BRACING, AND TOP <br />r <br />" <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 1 <br />1/ " <br />(2) 16d NAILS <br />WOOD TRUSSES <br />r° <br />00 <br />co <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />2x4 RAT RUN BRACING <br />% <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 />(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 />@ 48" O/C FOR THE <br />• (2) 16d NAILS <br />2x4 BLOCKING @ 24" <br />2x4 L IN <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 />FIRST (4) ROWS OF <br />O/CTRUSSES <br />(2) <br />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 114" 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. 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 1 <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 />1 <br />7/16" OSB SHEATHING <br />FIRST (4) ROWS OF <br />S <br />N ILS <br />NA <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 />rizi <br />BLOCKING, FASTEN WITH <br />T <br />10dx3" @ 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 />SIMPSON SP2 w/ (12) 10d <br />DBL. TOP PLATE <br />NAILS AT EACH STUD <br />STUD WALL (SEE TYP. SEC.) <br />SECTION <br />4 <br />SCALE: N.T.S. <br />S5 <br />MAX. 9" 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od <br />UNSUPPORTED, TOE NAILS AT EACH END @ <br />IF >9" SEE 1 O/S6 WOOD TRUSSES <br />24" O/C (TYP) <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS BRACING w/ (3) 1 Od x 3" AT <br />-1/2" CDX PLYWOOD OR 7/16" • EACH CONN. @ 24" 0/C <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) - MOISTURE BARRIER <br />E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO <br />JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" BOND BEAM <br />SEE PLAN FOR TITEN TO CMU L= \_ <br />CONNECTION MASONRY WALL <br />ARCHITECTURAL FINISH <br />OF THE LAST LAMINATION <br />2x4 "T" ON TOP OF PANEL <br />L- <br />EXT. WALL CONN. @ <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />BLOCKING, FASTEN WITH <br />1Odx3"@ 4" O/C <br />2x4 BLOCKING Wf <br />(2) 12d TOENAIL <br />NON - LOAD BEARING LOCATION D <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SECTION <br />g <br />"_ '_ " <br />SEE TYP. WALL SECTION FOR SCALE. 3/4 1 0 <br />S5 <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />$ <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />IINIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) <br />(2) 16d PER <br />JOINT <br />CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL ri <br />SCALE: N.T.S. S5 <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) 1 Od x 0.131" <br />TOENAILS EA. SIDE <br />CONT. 2x4 #2 SYP w/ 10d <br />XO.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL ("1_0 <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 <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 />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" - 3'-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" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGAIOKT w/ (4) 1/4„x1 1/2" SDS^- ^ ^ <br />�I..V IV I . DCHI'CIIVU ` <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 />1 Od 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 />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 <br />W/ 1Od NAILS @ 4" 0.C� <br />TYPICAL <br />16d NAIL <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. <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. XS5 � CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />W <br />c� <br />LU <br />0 <br />o <br />z o <br />w <br />m o <br />CD <br />0 <br />4 <br />C'1 <br />w--- <br />Q <br />o <br />Q <br />< <br />o <br />o <br />—�--w <br />Q <br />]_ <br />d <br />_/7 <br />— <br />— <br />— <br />2� <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 BRACIN( <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 <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) 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 />APR 08 2023 <br />SCAL <br />Virtual Review Assisi. lnc. <br />Plans Review eenlPleted and aPp ,>ed <br />ter COMfiliance with the 2020 ' SC 7tla Ed <br />itig�� <br />ge <br />V �,ra Ani1e <br />�61a h <br />r P,�<?ea <br />WOOD FRAMED GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES <br />FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />1.: <br />N <br />O <br />n3 <br />- -� _ <br />N <br />rn <br />f s Ads <br />i <br />M <br />Y <br />D6 e <br />' <br />`' ` ° <br />e <br />000 <br />LO <br />� <br />® <br />P <br />¢ <br />.6 <br />w <br />2 <br />O <br />fr. <br />0 <br />I <br />W <br />0 <br />z <br />(D Lo <br />� o <br />W <br />\ <br />L U <br />in co m <br />� <br />m <br />C <br />AV' C�_ <br />W C L L O <br />00 2 0 <br />��� <br />} o LLO O ¢ <br />sU ��¢ <br />.N <br />}4� <br />w QN <br />I` o E 00 <br />LLI <br />(D W <br />Dui vi w0� <br />w�¢ ��� �¢~z0 Z <br />Woz) 1O�a<w000w JO <br />�, <br />Q U <br />Q - <br /><o <br />zWLL0z20°�¢Q <br />oZo�oomz <br />0 o <br />o�n��aFn <br />c)LUa>zLU zLL <br />cl-0 <br />0 EL <br />O Z <br />Q�WO HCZLU LUp <br />0 Q <br />Ol o = OQQ�¢ <br />LL ¢ O F- L- <br />O <br />N Z <br />UJI <br />U) ti <br />0 co O <br />WM ti <br />Lo <br />���ti <br />lq <br />M <br />co <br />Q <br />>- Q <br />z C) <br />Z <br />LU <br />w <br />O <br />J O <br />mi <br />O <br />N <br />N <br />N <br />N <br />N <br />N <br />ti <br />74 <br />4 <br />1� <br />O <br />cV <br />O <br />N <br />O <br />O <br />O <br />0 <br />O <br />00 <br />O <br />I <br />O <br />co <br />00 <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />�- <br />N <br />N <br />0 <br />0 <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />Cn <br />N <br />00 <br />O <br />L6 <br />r <br />00 <br />O <br />A <br />T <br />N <br />O <br />co <br />O0 <br />4 <br />� <br />0 <br />0 <br />0 <br />0 <br />� <br />0 <br />- <br />0 <br />c0 <br />0 <br />NU <br />a) <br />>1NM�L0cD_ <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Lo mt <br />00 c/ / <br />Z Z <br />z C1 <br />O }� <br />0 w 0 <br />W <br />O <br />Uo>o <br />_ <br />_ <br />O � a <br />^ <br />i.1 <br />O <br />w H Q <br />E- <br />Z <br />O� <br />F-m0Z <br />TZ <br />o <br />(D <br />W <br />i-�zx <br />IZZzLL <br />w <br />O_5gz <br />Q <br />U�zz <br />IL LL, <br />Z <br />. <br />Z <br />�Qo <br />U <br />U <br />J <br />O � <br />a <br />m <br />z <br />Z <br />z <br />S5J <br />LLI <br />co <br />0 <br />O <br />O <br />,r-- <br />LAST PLOT DATE <br />Mar. 9, 23 <br />4_0 <br />Z O <br />STRUCTURAL <br />— J <br />DETAILS <br />--� �T7- i I r <br />