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0 <br />r� <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 10d x <br />NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) „ „ 1Od x 1 12" AT EA. �I ( ) <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) <br />SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA <br />@ 24" O.C. <br />NAILING SCHEDULE FOR OUTLOOKER <br />AND NAILING SCHEDULE <br />TOP CHORD <br />SHEATHING DETAIL <br />@ 24 O.C. FOR SHEATHING DETAIL <br />BLOCKING FOR <br />FIRST FOUR <br />ROWS OF <br />45° ± <br />24 MAX' <br />TOP CORD BLOCKING <br />45°f <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 <br />2x4 CROSS BRACE <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" O/C. CMID HEIGHT <br />OF TRUSSES @ EDGES <br />SHEATHING <br />APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />OF SHEATHING TYPICAL <br />TYPICAL @ <br />48" O.C. <br />RIDGE FASTENED AT <br />EACH JOINT W/ (3) 10d <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. <br />2X4 KICKER <br />8'-0" 0/C. <br />2x8 SYP#2 "L" BRACE TO <br />o <br />EXTEND AT LEAST 90 /o OF <br />MAX. <br />& (2)1 Od TOE NAILS @ <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />@ <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. GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w! (10) 8d <br />SILL 1/2"CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />BLOCKING <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 />SHEATHING ATTACHED <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />6" O.C. <br />"T" <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />W/ 1 <br />w/ 10d NAILS @ <br />EDGES AND 12" O.C. FIELD <br />2x4 PANEL BLOCKING @ <br />2x4 ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />`� <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/ <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />SIMPSON HETA20 w/ (8)1 Odxl 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 />1Odx1 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 />MISMSTSED VERTICAL <br />STRAP MISSED VERTICAL SECTION <br />O.C. MAX) w/ MIN. 4" <br />'� EMBEDMENT IN KO BLOCK <br />GABLE WEB <br />SECTION <br />WEB, USE 6 w/ (7) <br />2 <br />1Od NAILS & (4)1/4"X2 1/4" SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />SIMPSON H10A w/ (1$) <br />BACKNAIL W/ (2) 16d NAILS <br />2) <br />SEE STRUCTURAL NOTES <br />'1 <br />SP8 FOR 2x8 WALL) <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />DETAIL <br />@ 24" O/C <br />F <br />2x4 OUTLOOKER @ 24" <br />TOP CORD <br />O.C. (OPTIONAL - SEE <br />4" MAX. <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. <br />EDGES OF <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />EACH JOINT W/ (2) 10d & (2) 10d <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />TOE NAILS @ EA. END <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/ 1Od 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 />Dig <br />BLOCKING, FASTEN WITH <br />M <br />"T" <br />1Odx3" @ 4" O/C <br />2x4 ON TOP OF PANEL <br />SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" <br />BLOCKING, FASTEN WITH <br />SDS SCREWS TO TRUSS & (4)1/4"x3" <br />10dx3" @ 4" O/C <br />SDS SCREWS TO PLATES AT 36" O.C. <br />SIMPSON SP2 w! 12 10d <br />( ) <br />2 4 LEDGER MATCH BOTTOM <br />NAILS AT EACH STUD <br />x ( DBL. TOP PLATE <br />CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) <br />TRUSS) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />-REFER TO DETAIL J <br />1 Od x 1 12" AT EA. 2x4 OUTLOOKER <br />ON SHEET S5 FOR <br />N <br />- <br />N <br />- <br />SEE STRUCTURAL <br />OUTLOOKER F@ 24" O/C <br />X-BRACING, AND TOP <br />N <br />M <br />NOTES AND NAILING <br />TOP CORD <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />BLOCKING FOR <br />INFORMATION <br />`° <br />00 <br />0O <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />2"x4" CROSS BRACE <br />24" MAX. <br />EDGES OF <br />WOOD TRUSSES <br />ZDO0 <br />00 <br />APPROX, 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2x4 RAT RUN BRACING <br />7 <br />EACH JOINT W/ (2) <br />0 <br />AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF <br />1 <br />1 2" <br />10d & (2)10d TOE <br />LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />GABLE TRUSS <br />TRUSS SPANS�i <br />ATTACHED W/ 2 -16d <br />�j �jj <br />2x4 PANEL BLOCKING <br />CDX PLYWOOD OR 7/16" <br />1� <br />LII <br />OSB SHEATHING ATTACHED <br />OS <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 />W/ 1Od 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 />FROM EA. <br />E <br />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 />1/2") <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 4 <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ <br />1 Odx3" @ 4" O/C (2) 12d TOENAILS <br />EXT. WALL CONN. @3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />NON -LOAD BEARING LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g <br />S5 <br />ADDITIONAL INFORMATION <br />SIMPSON HGAM11 <br />W/ <br />(4)1l4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (4 <br />1/4"x2 3/4" <br />TITEN TO CMU <br />= <br />MINIMUM 2x <br />CROSS BRACING <br />m <br />(SEE PLAN FOR <br />LOCATIONS) <br />c <br />(2)16d PER <br />JOINT <br />nvq <br />0 <br />CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />N <br />I= <br />CROSS BRACING DETAIL ri <br />SCALE: N.T.S. S5 <br />r~ <br />2"x4" OUTLOOKER @ 24" <br />O.C. W/ (2)10d PER JOINT <br />10dx3" O/C 2"x <br />TOENAIL 6" O/C RU <br />W/ (2)16d TYPICAL <br />NAILS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />1 GABLE TRUSS <br />o � <br />"L" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />12 AND LOCATION) <br />6.9 MAX. <br />E <br />S5 <br />O <br />c` <br />c <br />c <br />J <br />N <br />4 <br />U <br />21 <br />6 <br />S5 <br />0 <br />i <br />/ <br />II iIt 11 II II II II II II <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />LU 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 />S5 SCALE: N.T.S. S5 <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 M <br />SCALE: N.T.S. S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C <br />Mnnn rol IQQCO <br />1/4"xl 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"X2 3/4" <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2)1 Od <br />TOE NAILS AT EACH END @ <br />0 <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 />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 16d NAIL <br />W/ 1Od NAILS @ 4" 0.C�Mn <br />TYPICAL <br />GABLE TRUSS WEB J <br />SINGLE "L" BRACING DETAIL/'6 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/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 I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. <br />— <br />— <br />— <br />d <br />Lij <br />it <br />o <br />O <br />W o <br />w d <br />M o <br />C� <br />o <br />' <br />0 <br />`r <br />d <br />w <br />Q <br />o <br />r <br />� <br />o <br />o <br />T <br />o <br />o <br />1 IL <br />ARCHITECTURAL FINISH NOTE: <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 />'IL" 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" - T-0" <br />3'-0' - 64" <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 1063" NAILS @ 4" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 14'x1 1/2" SDS <br />I.VIV 1. ULI"1tlIIVI] - <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 />SIMI'SUN 51'2 W1 (12) <br />10d NAILS AT EACH <br />STUD <br />END JACK <br />1 V-0" MAX. <br />0 <br />C7 <br />a <br />90� <br />CORNERJACK <br />Y <br />LU <br />z <br />O <br />U <br />HIP FRAMING REFERENCE PLAN <br />1) SEE TRUSS MANUFACTURER S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2) I 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 />LTOP & 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 TO30'-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 />C9 <br />zo <br />13 <br />CAD <br />zC14 <br />z <br /><>~ <br />n <br />u) z <br />V) 0 <br />vs <br />(Z p <br />.` j — <br />0 w <br />m <br />E <br />t�i) = <br />o <br />I— <br />a <br />CN <br />J <br />LU <br />op <br />8 <br />N M <br />C f6 co <br />N Cl co <br />00, <br />= <br />U <br />s t i C <br />CO Q� <br />Y <br />aC rn <br />to FL� <br />Al <br />I <br />" <br />N,rt0_W o <br />�� <br />°' •' <br />• <br />t <br />sit '9 <br />MW r ccut <br />mac.; <br />w <br />ate' <br />.'<SOW <br />V a Ty <, <br />Q� <br />- — <br />_ <br />M <br />ld - o <br />3' 5 �71 <br />�EEnrrgin <br />To the best of the <br />d �f 9 mation,. and <br />belief, the structural plans an b ffl a Ions contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Re ential 6th Edition. Engineer's <br />signature and seal issidonly for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />1f <br />O <br />O <br />Z N <br />0 0) N <br />> Ln M O <br />M <br />`n <br />a 0 •L it <br />t� ^ <br />Ce 6-Q 00 <br />Q <br />tp <br />z <br />W <br />J � <br />oZ <br />�o <br />W� <br />za <br />as <br />�F <br />�Qg� <br />c�zOp <br />Z uj <br />z <br />=�z <br />a f J <br />o�o <br />U U01F, <br />Z <br />i <br />Flunj <br />zz <br />o <br />> <br />C U <br />z <br />o <br />c <br />T'I <br />J <br />5 <br />� <br />� <br />w <br />On <br />0 <br />_0 <br />1� <br />0 <br />O <br />U <br />= <br />0 <br />z <br />ZJ <br />9LAJ <br />ZoLL <br />uj � <br />Q <br />w XO O 6 <br />Ed <br />O¢O� <br />zWo� <br />a <br />o <br />z <br />z <br />t8 <br />�a�u- <br />W <br />a�oHZ <br />J <br />rl <br />Q <br />z <br />o <br />$¢z <br />Qw <br />N <br />k <br />z <br />�j <br />a <br />m <br />g <br />= <br />az <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO. 4n0 <br />SHEET NO. <br />S5 <br />IFIF �i l[: 1�1. ilnes'i=a--I'Iii'E��.ir� ri. k L J, Ac <br />