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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 />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)10d x <br />TOENAIL W/ (2)16d NAILS SIMPSON H1OA w/ (18) <br />NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) <br />SHEATHING DETAIL OUTLOOKER <br />OUTLOOKER SP6 FOR 2 6 WALL USE of <br />MNLJ <br />x <br />SP8 FOR 2x8 WALL) <br />SEE STRUCTURAL <br />NOTES 10d x 1 12 AT EA. <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />DETAIL <br />@ 24" O/C <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. EDGES OF <br />FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />EACH JOINT W/ (2) l Od & (2)1 Od <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 />ABLE) <br />LGABLE <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />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 />7116" 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"A 2x BLOCKING <br />W/ (2)16d TOENAILS <br />2x4'7" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />M 2x4 "T" ON TOP OF PANEL <br />1 Odx3" @ 4" O/C <br />BLOCFASTEN ASTEN WITH <br />BLOC FA <br />SIMPSON <br />HGAI OKT w/ (4)1/4"x1 1!2" <br />IN 4" <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 />1 Od x 1 12" AT EA. 2x4 OUTLOOKER <br />REFER TO DETAIL J <br />SEE STRUCTURAL <br />OUTLOOKER 24" 0/C <br />@ <br />ON SHEET S5 FOR <br />� <br />NOTES AND NAILING <br />TOP CORD <br />X-BRACING, AND TOP <br />N <br />SCHEDULE FOR <br />BLOCKING FOR <br />CHORD BLOCKING <br />tO <br />°° <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />INFORMATION <br />OF TRUSSES @ <br />2"x4" CROSS BRACE <br />24" MAX. EDGES OF <br />WOOD TRUSSES <br />00 <br />;o <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2x4 RAT RUN BRACING <br />" <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 />'7`-•�®' <br />^ <br />`Ij_!1� <br />2x4 PANEL BLOCKING <br />-1/2" CDX PLYWOOD OR 7/16" <br />AT EA. TRUSS JOINT <br />@ 48" O/C FOR THE <br />(2)16d NAILS OSB SHEATHING ATTACHED <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 />FIRST (4) ROWS OF <br />W/ 1 Od NAILS @ 6" O.C. <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 />2x4 BLOCKING @ 24" <br />O/C w/ (2)16d <br />(D = 0.148", L = 3") OR EQUAL <br />NOTES' <br />(D = 0.207", L = 41/2") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />{,Y <br />JACK TRUSS <br />"�Y SEE PLAN FOR <br />TOENAILS @ EA. END - - <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS <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 />L N N. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 10d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS <br />EXT. WAL CO @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1. <br />NON - LOAD BEARING LOCATION �T <br />0 D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( 8 1 <br />= ADDITIONAL INFORMATION. <br />0 <br />N <br />r` <br />Ln <br />N <br />00 <br />MINIMUM 2x <br />CROSS BRACING <br />m <br />LO <br />(SEE PLAN FOR <br />N <br />LOCATIONS) <br />(2)16d PER <br />JOINT <br />� I <br />3 CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />C'4_ CROSS BRACING DETAIL J <br />SCALE: N.T.S. <br />S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />1063" O/C �aY 2"x4� <br />TOENAIL 6"O/C RUNNE <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 />"L" BRACE W/ 1 Od @ 4" O.C. <br />Q (SEE SCHEDULE FOR SIZE <br />°2 12 AND LOCATION) <br />CD <br />6.9 1 MAX. <br />.41 <br />S5 <br />L1 <br />�21 <br />`CONT. BEARING <br />GABLE END BRACING DETAIL <br />x 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. 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 2 x 4 BLOCKING w/ (2)1 Od <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />124- O/C (TYP) <br />w <br />BRACING w/ (3)1 Od x 3 AT = <br />• EACH CONN. @ 24" O/C <br />SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER <br />1/4"A 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"x2 3/4" BOND BEAM <br />TITEN TO CMU <br />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 />2x4'7" BLOCKING <br />IN <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" 0.0 N <br />TYPICAL pill <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 <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 n 1 r CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. <br />INIIIII� <br />II <br />� <br />III <br />ARCHITECTURAL FINISH NOTE: <br />EXT. WALL CONN.(� NON -LOAD <br />BEARING LOCATIOf� (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"4" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - 3'-0" <br />3'-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 HGA10KT w/ (4) 1/4"xl 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"4" SDS SCREWS <br />TO PLATES (TYP.) <br />—GABLE TRUSS <br />`CONT. BEARING " " � -- ---- <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 />END JACK <br />1 V-0" MAX. <br />0 <br />c <br />a <br />Y CORNER JACK <br />Q <br />W <br />z <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 />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <br />IM <br />M <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 />0.,m <br />Z M <br />z <br />z <br />n <br />Z <br />W <br />C <br />� <br />fa o <br />.0 w <br />t/) <br />.� U <br />m� <br />Cl) <br />LU <br />'® <br />Cl) <br />§ g C-, <br />0 50 <br />�f <br />¢ <br />a <br />rn <br />o <br />B D. <br />10 0 <br />t9 °' <br />a fJ• <br />w <br />A � <br />N K 5 •g•n <br />2E- <br />r� <br />To the best of the Engin f owledge, infor , and <br />belief, the structural plans ned <br />P �p !f <br />within these drawings comply w�M I�� �Y Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal Is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />Z N <br />0(L)N <br />CD <br />M O <br />M <br />Q 'gyp LA <br />a (A .L <br />� <br />Q v id Ln <br />L <br />1- L . M <br />OC V p- '- 4 <br />Q O <br />u <br />z fp <br />W <br />J <br />E <br />�g�Z <br />U <br />LLJ <br />f J <br />U <br />L <br />w <br />o <br />rq <br />r� <br />U <br />V <br />Z <br />W <br />� <br />0 <br />J <br />ILL <br />W :A <br />Li <br />Z <br />W <br />LU <br />zQ <br />112E <br />Ln <br />00 <br />N <br />Z <br />Z <br />�Z�.. <br />W <br />0 <br />00 <br />g <br />Ln <br />;' <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION NO. 5ml_ <br />SHEET NO. <br />S5 <br />