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I <br />L_ <br />— — — — — — — — — — 7 <br />SEE STRUCTURAL NOTES AND TOENAIL W/ 2 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ 18 BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 10d x <br />NAILING SCHEDULE FOR () ( ) 'I1Od x 1 12" AT EA. <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 2x4' 1 12 AT EA STUD USE <br />SHEATHING DETAIL 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( <br />OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE <br />TOP CHORD <br />@ 24" O.C. <br />NAILING SCHEDULE FOR OU I LOOKER <br />AND <br />24 AND NAILING SCHEDULE <br />" O.C. FOR SHEATHING DETAIL <br />SHEATHING DETAIL <br />BLOCKING FOR <br />FIRST FOUR <br />771 <br />ROWS OF <br />45° t <br />24 MAX. <br />TOP CORD BLOCKING 45°t <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />TRUSSES @ <br />SIMPSON H1OA w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2) 10d 3" <br />FOR FIRST FOUR ROW <br />EDGES OF 2x4 CRO BRACE <br />1 Od x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" 0/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 />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />48" O.C. EACH JOINT W/ (3) 10d <br />@ 8'-0" 0/C. <br />EXTEND AT LEAST 90% OF <br />MAX. & (2)1Od TOE NAILS @ <br />LEAST WEB <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />EA. END @ 48" O.C. <br />LE <br />LENGTH (SEE TABLE) <br />(SEE A <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />H2.5A w/ (10) 8d <br />• SILL <br />1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER <br />FROM LEDGER TO <br />7/16 OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />BLOCKING <br />----------� <br />ATTACHED W/ 1 Od <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 />1 OdX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />THROUGH CHORD <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ 10d NAILS @ 6" O.C. <br />EDGES AND 12" O.C. FIELD <br />2x4 PANEL BLOCKING @ <br />2x4'7 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" 0/C SPACED <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />ROWS OF TRUSSES FRO <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />�• END TYP. TOP & <br />BOTTOM ATTACHED w/ <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />SIMPSON HETA20 w/ (9) 1Odx1 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/ (9) <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />1Odx1 1/2" NAILS AT EA. <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od 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 <br />SECTION <br />O.C. MAX) w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />GABLE WEB <br />SECTION <br />WEB, USE MSTAM36 w/ (7) <br />2 <br />1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />SIMPSON H10A w/ (18) <br />BACKNAIL W/ (2)16d NAILS <br />SIMPSON HGAM10K1 <br />w/ (4)1/4"x1 1/2" SDS <br />SCREWS TO <br />BLOCKING & (4) 1/4"x <br />3/4" TITEN TO CMU <br />SP8 FOR 2x8 WALL) <br />2x4 OUTLOOKER @ 24" <br />4" MAX. O.C. (OPTIONAL - SEE <br />S ELEVATIONS) <br />DOUBLE TOP PLATE <br />2x4 CROSS BRACE APPROX. 8" <br />FROM RIDGE FASTENED AT <br />EACH JOINT W/ (2)1Od & (2) 1Od <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 />48" 2x BLOCKING <br />M 2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />2) 1Odx3" @ 4" O/C <br />2x4 LEDGER (MATCH BOTTOM <br />CHORD SLOPE OF ADJACENT <br />TRUSS) <br />SECTION 3 <br />SCALE: N.T.S. S5 <br />REFER TO DETAIL J <br />X- R SHEET FOR <br />AND TOP <br />iv N <br />�, M <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />1 Od x 1 12" AT EA. <br />OUTLOOKER <br />2x4 OUTLOOKER <br />@ 24" O/C <br />TOP CORD <br />CHL. <br />CHORDBLOCKING <br />OCKING <br />N <br />SCHEDULE FOR <br />BLOCKING FOR <br />INFORMATION <br />0o O0 <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />2 <br />It <br />2"x4" CROSS BRACE <br />24" MAX. EDGES OF <br />WOOD TRUSSES <br />co co <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />-2x4 RAT RUN BRACING <br />" <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />AT 24 O.C. ON TOP OF <br />1 1 2^ t t 2" <br />EACH JOINT W/ (2) <br />10d & (2)10d TOE <br />AT LEAST 90% OF WEB <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />LENGTH (SEE TABLE) <br />TRUSS SPANS <br />ATTACHED W/ 2 <br />2x4 PANEL BLOCKING <br />GABLE TRUSS <br />1/2" CDX PLYWOOD OR 7/16" <br />-16d <br />AT EA. TRUSS JOINT <br />" " " �� <br />(2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF <br />@ 48" O/C FOR THE <br />(2)16d NAILS <br />OSB SHEATHING ATTACHED <br />„ <br />W/ 10d NAILS @ 6 O.C. <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />FIRST (4) ROWS OF <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 (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />JACK TRUSS <br />T <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/ 12)16d TOENAILS <br />CONNECTION <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />DQ <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 <br />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" O/C (2) 12d TOENAILS <br />EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON -LOAD BEARING LOCATIONKDB E <br />U C , SAME NUMBER OF ROWS, SAME SPACING) SECTION rg <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)1 Od PER JOINT <br />4INIMUM 2x OVERLAP TRUSS BRACING <br />;ROBS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />SEE PLAN FOR WOOD TRUSSES <br />.00ATIONS) 1Odx3" O/C @ 2"x4" <br />TOENAIL 6" O/C RUNNERS <br />W/ (2) 16d TYPICAL <br />(2)16d PER NAILS <br />JOINT <br />L CONTINUOUS BOTTOM CORD BRACING 2"x4" MINrj_'_ <br />SEE M/S5 <br />CROSS BRACING DETAIL 1 <br />SCALE: N.T.S. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <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 />-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL M <br />SCALE: N.T.S. S5 <br />GABLE END BRACING DETAIL <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) <br />SEE STRUCTURAL NOTES 1Od x 1 12" AT EA. <br />AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER <br />FOR SHEATHIN DETAIL @ 24" 0/C <br />TOP CORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />2"x4" CROSS BRACE <br />24" MAX. EDGES OF <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />EACH JOINT W/ (2) <br />rAT 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 />tNAILS <br />7/16" OSB SHEATHING <br />FIRST (4) ROWS OF <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 <br />HGAI OKT w/ (4)1/4"x1 1/2" <br />SIDS SCREWS <br />TO TRUSS & (4) 1/4"x3" <br />SDS SCREWS <br />TO PLATES AT 36" O.C. <br />SIMPSON SP2 w/ (12)10d <br />NAILS AT EACH STUD <br />DBL. TOP PLATE <br />STUD WALL (SEE TYP. SEC.) <br />SECTION 4 <br />SCALE: N.T.S. S5 <br />8d @ 6-O/C 2 x 4 BLOCKING w/ (2)1 Od <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />24" 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 HGAMIOKTA w/ (4) MOISTURE BARRIER <br />1/4"xi 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 />1 Od NAILS @ 4" Vj_ <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL IS5 <br />SCALE: N.T.S. <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48'' O.C. 16d NAIL <br />L BRACE ATTACHED <br />W/ 1Od NAILS @ 4" O.C. <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <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 <br />AS PER HIB 91 SCALE: N.T.S. \1 � <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />.r/Iv��i <br />I■�I <br />ARCHITECTURAL FINISH NOTE: <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 />3'-0" - V-0" <br />6'4' & 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 wl (4)1/4"xl 12' SIDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />GABLE TRUSS <br />DS @ 16" O.C. SIMPSON SP2 w/ (12) <br />10d NAILS AT EACH <br />SCALE: 3/4"=l'-0" STUD <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />END JACK <br />« <br />11'-0" MAX. <br />0 <br />CORNERJACK <br />C7 <br />Y « <br />a <br />a <br />w <br />z <br />Ix <br />0 <br />U , <br />HIP FRAMING REFERENCE PLAN <br />E <br />S5 <br />1) SEE TRUSS MANUFACTURER S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2) -7 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 />LTOP & BOTTOM CHORD <br />GABLE END BRACING @ <br />4'-O" 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) 1 Od 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 />SCISSOR TRUSS <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 />U l] O W W <br />= J80 Oar`= J <br />aL9Q F z <br />°�z� w <br />>,Lmc� 3 zUa L.L <br />>>�ur� � <br />apoP �aza'n <br />x— LL O p i e z w <br />OW W z,_-aa Oz ii <br />F0LL �- <br />�LNn <br />O� W W 2 O cf- <br />H Z m z w>- z 0 <br />W <br />_Z w Z — LL <br />U—¢ O z W 0 <br />moow wozmo 0 <br />WZ- Iu <br />wwG F- >� <br />W U W Q <br />a W K <br />-ate oW� cwn <br />Q3 cr <br />J to <br />N <br />mo c4 <br />.l m Ln <br />`I° <br />M <br />00 <br />mm (� w <br />cm jM w <br />w <br />mmm r <br />MMM LU 0 J <br />mmm W t/1 OC 'oto m0 w <br />C> <br />w <br />Z W q N 0 <br />_ <br />_ <br />VI <br />O �LL^aLu <br />m o X <br />z a <br />W wuooci <br />X Q z <br />m� g < <br />3 <br />Lu <br />ce o a <br />O <br />z <br />a <br />CD <br />Z r*4 <br />0 � <br />n <br />> Ln <br />QU-)-fpLn <br />� O <br />M <br />a cii <br />'>✓ � <br />Ln <br />� <br />Q <br />CIL <br />ILL <br />V <br />a� <br />a <br />z�� <br />`. <br />U-1 c� <br />w <br />J � <br />U) <br />ui <br />o� <br />J Q <br />F- <br />UJ <br />0 <br />0 <br />V z <br />U) <br />SCALE: AS NOTED <br />DATE : 05-07-2018 <br />SHEET NO. <br />S5 <br />