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3 <br />J <br />w <br />1 <br />rM <br />to <br />co <br />to <br />r <br />0 <br />C <br />cnCr <br />0 <br />Q <br />r <br />G <br />O <br />I <br />M <br />N <br />0 <br />LO <br />i <br />CD <br />v <br />N <br />Q <br />a <br />K) <br />O <br />d <br />N <br />E: <br />O <br />2 <br />`v <br />c <br />J <br />n: <br />c <br />0 <br />0 <br />J <br />t7 <br />ro <br />CV <br />O <br />\ <br />rf <br />a <br />0 <br />a <br />r4 <br />0 <br />LO <br />ai <br />0 <br />r� <br />0 <br />Q <br />_ <br />w <br />E <br />M <br />m <br />0 <br />N <br />SIMPSON HGAM11 <br />W/ <br />(4)1/4 x1 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) <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ <br />SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS--\ <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 />MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. */ (2)16d NAILS EA. END. <br />MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) <br />IF >9" SEE 10/S5 MAX. 9" <br />BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND <br />SCHEDULE FOR SHEATHING DETAIL S <br />45'± <br />/ <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 />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 />BOTTOM CHORD (SEE TABLE) <br />EA. END @ 48" O.C. <br />• <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 />• <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 />ACHED <br />Ows <br />10dX3" @ 3" O/C <br />CORD ATTACHED W/ (2)16d TOENAILS <br />Od NAILSH@ 6 O.C. <br />THROUGH CHORD <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />EDGES AND 12" O.C. FIELD <br />INTO 2" 6" P T PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />NAILING CHEDULE FOR SHEATHING <br />DETAIL <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM i <br />RIDGE FASTENED AT i <br />DOUBLE TOP PLATE EACH JOINT w/ (3) 10d <br />2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ i��� <br />i <br />MAX, 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 <br />FROM RIDGE FASTENED AT <br />EA. END <br />i i� <br />"L" BRACE TO EXTEND <br />EACH JOINT w/ (3)10d & (2)10d <br />(NOT REQ'D WHEN <br />; i� <br />AT LEAST 90% OF WEB <br />TOE NAILS @ EA. END <br />GABLE IS 4'-1" OR <br />�� i�� <br />LENGTH (SEE TABLE) <br />2x FRAME WALL (SEE WALL <br />SHORTER) <br />it���i <br />GABLE TRUSS <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />i��� <br />1/2" CDX PLYWOOD OR <br />1/2"CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />i �� �� (2) 16d <br />7116" OSB SHEATHING <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />ATTACHED w/ 10d NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />�� <br />@ 6" O.C. EDGES AND 12" <br />• <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />�� <br />O.C. FIELD <br />BOTTOM ATTACHED <br />� � <br />�� <br />(2) 16d NAILS <br />W/ (2) 16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 5M BLOCKING, FASTEN WITH <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 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C <br />@ 48" O.C. I I INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO <br />SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. <br />MOISTURE BARRIER 10dx3" @ 4" OIC <br />1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM <br />OF (SPACE <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 />10d NAILS & (4)1/4"X2 1/4" <br />SCALE: N.T.S. <br />S5 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 />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />CV <br />X-BRACING, AND TOP <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />- <br />NOTES AND NAILING <br />INFORMATION <br />`� <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />1 1 <br />1/ " <br />(2) 16d NAILS <br />WOOD TRUSSES <br />C° <br />2"X4" CROSS BRACE <br />APPROX. 8" FROM <br />-2x4 RAT RUN BRACING <br />FASTENED AT <br />AT 24" O.C. ON TOP OF <br />t2-RIDGE <br />EACH JOINT w/ (3) <br />; <br />BOTT. CHORD FOR 4 <br />10d & (2)10d TOE <br />TRUSS SPANS <br />ATTACHED W/2-16d <br />NAILS @ EA. END <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" 0/C FOR THE <br />• (2)16d NAILS <br />BLOCKING <br />2x4 BLOCKING @ 24" <br />CKIN) <br />(D = 0.148' , L = 3') OR EQUAL <br />(D = 0.207", L = 41 /2') OR EQUAL (D = 0.207 , L - 41 /2") OR EQUAL <br />FIRST 4 R OWS <br />OEA. <br />O/C 16d <br />TRUSSES FROM <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 <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 />THE LAST LAMINATION <br />AS SHOWN FOR 3-PLY) <br />2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d <br />( NAILS AT EACH STUD <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. SrJ <br />REV, 06.08.22 <br />MAX. 9" <br />UNSUPPORTED, 8d @ 6"0/C <br />IF >9" SEE 10/S5 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 HGAMI0KTA w/ (4) <br />E ES AND 12" O.C. FIELD <br />1/4"x1 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 />I <br />[L <br />EXT. WALL CONN. �a <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 />10dx3 @ 4 0/C <br />L 2x4 BLOCKING <br />(2) 12d TOENAILSS <br />LLNON <br />- LOAD BEARING LOCATION <br />D <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING)1E <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />SECTION <br />rg <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. S5 <br />SCALE: N.T.S. <br />S5 <br />1INIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) TOENAIL <br />(2)16d NA <br />(2) 16d PER <br />JOINT <br />'— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rT� <br />SCALE: N.T.S. <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/ 10d <br />X0.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL('10 <br />SCALE: N.T.S. S5 <br />VV41, VL/-1 All <br />\V <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 />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 />L© <br />+rJ <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />2 x 4 BLOCKING w/ (2)10d <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />• <br />EXT. WALL CONN. NON -LOAD <br />BEARING LOCATIO (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-0" <br />T-0" - 6-0" <br />6-0" & GREATER <br />SCISSOR GABLE - (1) 2'W" #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"x1 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />—GUN 1, BEAHINU " <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 />10d NAILS AT EACH <br />STUD <br />HIP FRAMING REFERENCE PLAN <br />z <br />w <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 NOTE: LTOP 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 BOTTOM 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 <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -, <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <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" O.C� <br />TYPICAL <br />GABLE TRUSS WEB —J <br />SINGLE "L" BRACING DETAIL s <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />48" O/C <br />BLOCKING @ <br />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 <br />CONTINUOUS BOTTOIIJ CHORD BRACING 2X4 MIN. <br />d <br />w <br />d <br />w <br />0 <br />o <br />, <br />0 <br />z o <br />o <br />0 <br />v <br />� <br />w <br />— <br />— <br />— <br />— <br />o <br />X <br />Q <br />---- <br />Q <br />>�^ <br />Q <br />CC <br />w <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 />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 />a+a <br />0 <br />C <br />N <br />H cc W a <br />Mcc <br />'VA,-g C <br />CC CV Y <br />d <br />� <br />3 � <br />� <br />� W <br />o._ W m <br />o =a <br />} � •� �+ <br />v <br />•E�t oS FZEf :�e t'Fk it yd�'Fi�b�t <br />f'' <br />v <br />V. i <br />~ CEO <br />a f <br />rC <br />r <br />O .... <br />PESSEO`", <br />its <br />rrrrrr <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Flodda Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />s <br />o E <br />3 <br />%1 O <br />O N O <br />% N N co1, <br />e <br />r N <br />1.0 <br />N Q ik LJi <br />a 6 <br />MU <br />v <br />L.L d <br />CC <br />% #\ 's, •L <br />rp w <br />_v� a <br />m c d <br />cc <br />w. <br />W <br />��O'�' 0 <br />^ Z <br />IL <br />m w <br />CNI M Co <br />Z <br />z <br />J <br />(V O U a U <br />0 co <br />s k F Kc <br />El 1:1 <br />cMV M <br />o g <br />Q � <br />t^o1 <br />M <br />z <br />Q) <br />o` <br />w I <br />V <br />0 <br />-N <br />L o <br />v_ 6 <br />= s <br />15 <br />(� O y <br />0 <br />14 <br />o <br />z <br />w <br />M <br />M <br />J <br />Z Q <br />p SS <br />Z <br />Z <br />Q <br />� <br />cv E <br />zo <br />o <br />z. <br />zo <br />a <br />>_ 0U <br />�� <br />W <br />r- ro <br />8 o <br />wa <br />u o <br />o E <br />Co <br />�_ <br />g< <br />�z <br />It <br />w o <br />J <br />rn <br />c <br />¢z <br />mo <br />Z <br />1z <br />o� <br />go <br />W <br />in <br />T <br />O <br />2< <br />w <br />� <br />a <br />N W <br />x <br />o <br />wa <br />�o <br />V <br />oIQTi� <br />3 <br />> Li <br />N <br />m <br />m <br />0 <br />^' <br />L <br />LO <br />co Lo <br />Ir— <br />L <br />co <br />T <br />(n 0 <br />N <br />m <br />_ <br />0 <br />- <br />M <br />N <br />r- O <br />LO <br />�-- <br />r <br />LO <br />m <br />w <br />LO <br />M T <br />L0 <br />o <br />Z <br />f0 <br />Z <br />E IT— <br />N <br />w <br />m <br />c <br />a <br />U -j <br />Q p <br />JOB <br />NO: <br />23-06113 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S5 <br />