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3 <br />S <br />t2 <br />0 <br />r- <br />C" <br />1'M <br />I <br />i <br />LO <br />N <br />M <br />0 <br />J <br />ul <br />Cn <br />I <br />rn <br />3 <br />f' <br />Q <br />N <br />i <br />0 <br />0 <br />C <br />N <br />[.z <br />s <br />i; <br />0 <br />C <br />n: <br />0 <br />0 <br />v <br />rn <br />N <br />0 <br />tz <br />0 <br />0 <br />a <br />rn <br />0 <br />'N <br />S <br />v <br />N <br />SIMPSON HGAM11 <br />W/ <br />(4)1/4"xl 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 H1OA w/ (18) SIMPSON SP4 w/ (6)1Od x <br />TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) �� �� lOd x 1 12" AT EA. �� <br />NAILING SCHEDULE FOR „ 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 />2 x4 OUTLOOKER SEE STRUCTURAL NOTES AND OUTLOOKER SPA FOR 2 6 WALL USE 1 " <br />SHEATHING DETAIL OUTLOOKER <br />TOP CHORD <br />BLOCKING FOR <br />@ 24" O.C. <br />•' <br />NAILING SCHEDULE FOR OUTLOOKER <br />SHEATHING DETAIL <br />TOP CORD BLOCKING 45°t <br />AND NAILING SCHEDULE <br />@ 24" O.C. FOR SHEATHING <br />2X4 CONT'L" BRACE <br />DETAIL <br />TOP CORD BLOCKING <br />FIRST FOUR <br />ROWS OF 45° ± <br />TRUSSES @ <br />SIMPSON H1 OA w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/(2) 10d 3" <br />FOR FIRST FOUR ROWS <br />EDGES OF 2x4 CROSSBRACE <br />10d 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 ENDSYPA "L" BRACE TO <br />EXTEND AT LEAST 90% OF <br />48" O.C. EACH JOINT W/ (3) 1 Od <br />MAX. & (2)10d TOE NAILS @ .• <br />AT LEAST 90% OF WEB <br />@ 8'-0" 0/C. <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />; <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) 1Od <br />FROM LEDGER TO <br />7/16" OSB SHEATHING <br />& (2)1Od TOE NAILS @ <br />BLOCKING <br />J <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 />1OdX3" 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 <br />OSB 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 />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 />@ <br />INSTALLED PER MANUF. <br />2'x6' P.T. SILL <br />„ <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)10dxl 1/2" NAILS AT A'-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 />1 <br />O.C. MAX) w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />GABLE WEB <br />SECTION <br />2 <br />WEB, USE MSTAM36 w/ (7) <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 <br />w/ (18) <br />BACKNAIL W/ 2 16d NAILS <br />A <br />SP8 FOR 2x8 WALL) <br />SEE STRUCTURAL <br />NOTES Od x 1 I 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 />MOFTRUSSES@ <br />ELEVATIONS) <br />FIRST FOUR ROWS <br />DOUBLE TOP PLATE <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 />2x4'7 ON TOP OF PANEL <br />SIMPSON <br />HGAIOKT w/ (4) 1/4"x1 1/2" <br />10dx3" @ 4" O/C <br />BLOCKING, FASTEN WITH <br />BLOC FA <br />SDS SCREWS <br />TO TRUSS & (4)1/4"x3" <br />IN 4" <br />SDS SCREWS <br />TO PLATES AT 36" O.C. <br />SIMPSON SP2 w! (12) 10d <br />2x4 LEDGER (MATCH BOTTOM <br />NAILS AT EACH STUD <br />CHORD SLOPE OF ADJACENT DBL. TOP PLATE <br />TRUSS) STUD WALL (SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. �S5 <br />E TION <br />() 1 Od x 1 12" AT EA. <br />2x4 OUTLOOKER <br />-REFER TO DETAIL J <br />iv <br />N <br />SEE STRUCTURAL <br />OUTLOOKER <br />@ 24" O/C <br />ON SHEET S5 FOR <br />r <br />x <br />NOTES AND NAILING <br />TOP CORD <br />X-BRACING, AND TOP <br />N <br />SCHEDULE FOR <br />x <br />Nf <br />BLOCKING FOR <br />CHORD BLOCKING <br />`� <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />INFORMATION <br />OF TRUSSES @ <br />112 <br />11 <br />2"x4" CROSS BRACE <br />24" MAX. <br />EDGES OF <br />-WOOD TRUSSES <br />�° <br />;° <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />-2x4 RAT RUN BRACING <br />1 <br />1 210d <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF <br />t2, <br />& (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 />FI 48" 0/FOR THE <br />(2) 16d NAILS <br />OSB SHEATHING ATOTACHED <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 />FIRST ROWS OF <br />W/ 1Od NAILS @ 6" O.C. <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />S FROM EA. <br />TRUSSES <br />; <br />E <br />ES AND 12" O.C. FIELD <br />2x4 BLOCKING @ 24" <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 />END TYP. TOP & <br />JACK TRUSS <br />O/C w/ (2)16d <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 <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY)DQ <br />\ <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 />2x4 "T" ON TOP OF PANEL <br />- <br />OF THE LAST LAMINATION <br />(SPACE AS SHOWN FOR 3-PLY) <br />BLOCKING, FASTEN WITH <br />2x4 BLOCKING W/ IT <br />15 3 FOR ADDITIONAL INFORMATION <br />1 Odx3" @ 4" O/C <br />(2) 12d TOENAILS ':', I -, <br />EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 61 REFER TO NDS S C <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ►a <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-o" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION <br />ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />IINIMUM 2x OVERLAP TRUSS BRACING <br />;ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />3EE PLAN FOR 6" O/C WOOD TRUSSES <br />OCATIONS) 0/C @ 2"x4" <br />TOENAIL 6" /C W/ (2)16d TYPICAL RUNNERS <br />(2)16d PER NAILS <br />JOINT <br />f— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rj__� <br />SCALE: N.T.S. S5 <br />12 <br />6.9 1 MAX. <br />ALTERNATE NON -DROP 1 I\ ► 1 11 11 <br />GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING <br />SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL <br />1 GABLE TRUSS <br />"L" BRACE W/ 1 Od @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />v <br />'-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. \, S5 <br />'V 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 />24" O/C (TYP) <br />0 <br />Z <br />w <br />BRACING w/ (3)1 Od x 3" AT <br />• EACH CONN. @ 24" 0/C <br />SIMPSON HGAMIOKTA w! (4) MOISTURE BARRIER <br />1/4"xl 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"x2 3/4" BOND BEAM <br />TITEN TO CMU <br />ut--- 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. TYPIC@ AL <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <br />2x4'7 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 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 -i I CONTINUOUS BOTTOIVI CHORD BRACING 2X4 MIN. <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 />"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-O" <br />T-O" - 6'4" <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"xl 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />I— --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 />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 />� F- <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 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 />r� <br />/F1 <br />i <br />' <br />[o <br />o0 -� <br />/ <br />FLL <br />M <br />0 <br />_z N Cl) <br />z g <br />Q m <br />d N <br />M <br />V LL <br />C1 <br />4-J w � <br />O w � _ <br />V! c�, E <br />o <br />U °° <br />w <br />L ~ T E <br />U � <br />o <br />• <br />Q m <br />� <br />N <br />W ' <br />Z 0 �a <br />orn °'3 4 <br />WLLQ i:l911it;c3 0 <br />.t1 <br />� <br />a� <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 2017 Florida Building Code - <br />Residential 6th 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 />O <br />M <br />J <br />� <br />w <br />Z <br />� <br />L.L. <br /><Z 0 <br />s <br />zo <br />>: <br />o� <br />wz <br />>T <br />o <br />�® <br />❑a <br />cc <br />z0 <br />O¢0 <br />o <br />Z. <br />O <br />N <br />ota <br />Ezw <br />W <br />� <br />- <br />=m0Zw <br />�x <br />zz <br />>Z <br />Zy <br />� J <br />aw <br />Z Z <br />W40 <br />o <br />a <br />NZ <br />r� <br />2� <br />ro <br />o <br />� <br />CO <br />w <br />za <br />OR <br />a � <br />_ <br />UO3 <br />O <br />C 12 O <br />^L <br />W <br />i <br />'— <br />N <br />(M <br />�^^.� <br />xN <br />> <br />T <br />ca <br />`/ <br />_ <br />T <br />U C <br />a 0 <br />m <br />V J <br />T <br />' i o <br />I N M N <br />LO <br />r <br />T <br />0)ai 4� M M 04 <br />o <br />E <br />Z <br />r_ T_ <br />Ecc <br />Z <br />d <br />U Q p <br />c <br />JOB NO: 19-5331 <br />SCALE : AS NOTED <br />SHEET NO. <br />S5 <br />