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SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS 7\SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 1 <br />TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () 0d x <br />NAILING SCHEDULE FOR �� �� 10d x 1 12" AT EA. <br />SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES OUTLOOKER 1 12' AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) <br />OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA <br />@ 24" O.C. <br />NAILING SCHEDULE FOR OUTLOOKER <br />@ 24" O.C. <br />TOP CHORD <br />SHEATHING DETAIL <br />FOR SHEATHING <br />DETAIL <br />BLOCKING FOR <br />74 <br />FIRST FOUR <br />ROWS OF <br />45° ± <br />24" MAX. <br />TOP CORD BLOCKING 45°± <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />TRUSSES @ <br />SIMPSON H10A w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2) 10d 3" <br />FOR FIRST FOUR ROWS <br />EDGES OF 2x4 CRO BRACE <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" O/C. CMID HEIGHT <br />OF TRUSSES @ EDGES <br />SHEATHING APPROX, 8" FROM <br />OUTLOOKER <br />EDGES OF <br />OF SHEATHING TYPICAL <br />TYPICAL @ RIDGE FASTENED AT <br />BRACE EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />48" O.C. EACH JOINT W/ (3) 10d <br />A <br />@ 8'-0" 0/C. <br />EXTEND AT LEAST 90% OF <br />MAX. & (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />0 <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE ) <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />SILL <br />1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />: <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />BLOCKING <br />— —� <br />ATTACHED W/ 10d <br />EA. END <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />10dX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7/16" <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS 7 <br />1 SHEATHING ATTACHED <br />10d NAILS 6" O.C. <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ <br />w/ @ <br />EDGES AND 12" O.C. FIELD <br />2x4 PANEL BLOCKING @ <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) '� <br />O.C. FOR THE FIRST (4) <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />ROWS OF TRUSSES FRO <br />@ 48" O.C. <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />EA. END TYP. TOP & <br />MOISTURE BARRIER <br />BOTTOM ATTACHED w/ (2 <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. <br />16d TOENAILS <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON HETA20 w/ (8) <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />10dx1 1/2" NAILS AT EA. <br />ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS <br />NOTE: IF EMBEDDED <br />TRUSS VERTICAL WEB (24" <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL SECTION <br />O.C. MAX) w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />GABLE WEB SECTION <br />2 <br />WEB, USE MSTAM36 w/ (7) <br />10d NAILS & (4)1/4"x2114" SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />SIMPSON HGAM11 <br />W/ <br />(4)1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (d <br />1/4"x2 3/4" <br />TITEN TO CMU <br />SEE STRUCTURAL <br />NOTES <br />SP8 FOR 2x8 WALL) <br />AND NAILING SCHEDULE <br />OUTLOOKER <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />DETAIL <br />@ 24" O/C <br />2x4 OUTLOOKER @ 24" <br />TOP CORD <br />4" MAX. O.C. (OPTIONAL - SEE <br />BLOCKING FOR <br />ELEVATIONS) <br />FIRST FOUR ROWS <br />DOUBLE TOP PLATE <br />OF TRUSSES @ <br />2x4 CROSS BRACE APPROX. 8" <br />2"x4" CROSS BRACE <br />24" MAX. EDGES OF <br />FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />EACH JOINT W/ (2)10d & (2)10d <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />TOE NAILS @ EA. END <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />10d & (2) 10d TOE <br />LENGTH (SEE TABLE) <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />GABLE TRUSS <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />(2) 16d <br />7/16" 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 />@ 6" O.C. EDGES AND 12" <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />O.C. FIELD <br />(2) 16d NAILS <br />BOTTOM ATTACHED <br />48"- <br />2x BLOCKING <br />W/ (2)16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />M <br />2x4 "T" ON TOP OF PANEL <br />10dx3" @ 4" O/C <br />BLOCKING, FASTEN WITH <br />SIMPSON <br />HGAIOKT w/ (4)1/4"x1 1/2" <br />10dx3" @ 4" 0/C <br />SDS SCREWS <br />SDS SCREWS <br />TO TRUSS & (4)1/4"x3" <br />TO PLATES AT 36" O.C. <br />SIMPSON SP2 w/ (12)10d <br />2x4 LEDGER (MATCH BOTTOM <br />NAILS AT EACH STUD <br />DBL. TOP PLATE <br />CHORD SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />SIMPSON H10Aw/ (18) <br />BACKNAIL W/ (2)16d <br />NAILS <br />10d x 1 12" AT EA. <br />2x4 OUTLOOKER <br />REFER TO DETAIL J <br />fV <br />N <br />SEE STRUCTURAL <br />OUTLOOKER <br />@ 24" 0/C <br />SHEET FOR <br />N <br />M <br />CO x <br />NOTES AND NAILING <br />TOP CORD <br />X- <br />X-BRACING, AND TOP <br />, <br />N <br />SCHEDULE FOR <br />BLOCKING FOR <br />CHORD BLOCKING <br />co <br />- <br />O0 <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />INFORMATION <br />OF TRUSSES @ <br />1 1 <br />1/ <br />2"x4" CROSS BRACE <br />24" MAX. EDGES OF <br />-WOOD TRUSSES <br />00 <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />-2x4 RAT RUN BRACING <br />1 1 2 <br />1 1 2 <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF <br />10d & (2)10d TOE <br />LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />GABLE TRUSS <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />SHEATHING <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2' x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />(2)16d NAILS <br />t <br />OSB ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />• 2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />E ES AND 12" O.C. FIELD <br />O/C w/ (2)16d <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />JACK TRUSS <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <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 />w/ (2)16d TOENAILS <br />CONNECTION <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <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 2x4 "T" ON TOP OF PANEL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS - <br />EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />ISEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° l SECTION g <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) 1 odx3" o/c <br />TOENAIL 6" O/C <br />W/ (2) 16d TYPICAL <br />(2)16d PER NAILS <br />JOINT <br />'— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rT'� <br />at <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. S'J <br />1 GABLE TRUSS <br />S5 <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />6.9 1 MAX. <br />AND LOCATION) <br />S5 <br />S5 <br />1--CONT. BEARING <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 />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />SCALE: N.T.S. SrJ <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 r M <br />SCALE: N.T.S. Sj <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />124" O/C (TYP) <br />0 <br />z <br />w <br />BRACING w/(3) 10d x 3" AT <br />• EACH CONN. @ 24" O/C <br />SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"x2 3/4" BOND BEAM <br />TITEN TO CMU <br />nt--- MASONRY WALL <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 ` <br />SINGLE "L" BRACING DETAILi6 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/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 7 <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 />LU <br />0 <br />r <br />o <br />0 <br />v <br />w o <br />w <br />m o <br />x <br />O <br />. <br />0� <br />U-1, <br />o <br />o <br />T <br />� <br />o <br />o <br />T <br />o <br />r <br />w <br />ARCHITECTURAL FINISH NOTE: <br />EXT. WALL CONN. NON -LOAD <br />BEARING LOCATIO (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <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"4" (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" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />r-GABLE TRUSS <br />�CONT. BEARING <br />GABLE END BRACING DETAIL SCALE:3/4"=1'-a' <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 />1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />AS PER BCSI 1-13 <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <br />/TOP & BOTTOM CHORD <br />GABLE END BRACING @ <br />4'-0" O.C. MAX. FOR <br />FIRST (4) ROWS OF TRUSSES <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 />SRI <br />0 V <br />z M <br />oz� <br />z� <br />U) z <br />C <br />a) <br />(DM <br />4--Jw <br />p <br />— <br />0 <br />E <br />v) <br />U) <br />C/i = <br />U) 0 <br />U <br />LLJ <br />f — p <br />�M <br />C CC M <br />-m 'a M <br />O <br />— U <br />_ <br />U <br />O <br />aLL � <br />o be <br />�o <br />Q <br />rnr<C <br />rn <br />o <br />® <br />pQp66t <br />f��p <br />0 Y_'r9p <br />aCVD "''Ph�d <br />LL <br />• <br />Tothe best of the Eng 's k owkedjeGrTq ton,, , <br />belief, the structural plant 14Ng�pecifications cogt jn�d`' <br />600,, <br />within these drawings comply glm. a <br />Building Code -Residential fith Editi0�i.ti�iiieer's <br />signature and seal is only forthe structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z r1j <br />Oat\ <br />U0 ­ <br />1(/)Mp <br />M <br />Q U-) �_ Ln <br />tn a <br />V) 8 I� <br />L- <br />Q Ln <br />LL <br />I- a ^ <br />oC U Q 00 <br />Z �S <br />CD <br />W <br />J C:) <br />d' <br />J <br />�z <br />Lu <br />za <br />z g <br />E FQ- <br />wa�°' <br />O Z OV O <br />Z iLwq�q <br />Z z <br />/1� <br />V ] <br />adO�n <br />8 N <br />00 <br />i <br />00 <br />O z <br />zo <br />tU <br />N <br />� <br />� z <br />� <br />�z� <br />g <br />'� <br />C) <br />z <br />U <br />_ <br />0LLJ <br />_ro <br />Z <br />w <br />o <br />WW <br />A <br />J <br />(V <br />LL <br />Zoo J <br />w <br />LL <br />Z <br />FOwK <br />w <br />St2 <br />Z <br />Cy <br />at�°ate <br />W <br />ui <br />W <br />Q <br />W <br />C G <br />a <br />z <br />aLL <br />O Z.8 <br />Y a <br />w~~ <br />��z <br />,-� <br />N <br />m <br />z <br />CD <br />rJ <br />z <br />LU <br />z <br />< Z <br />g <br />o <br />r-1 <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO. 10 <br />0 <br />SHEET NO. <br />S5 <br />