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C" <br />3- <br />d <br />a <br />E <br />a <br />r") <br />0 <br />0 <br />I <br />m <br />C `l <br />0 <br />0 <br />J <br />i <br />t-- <br />m <br />c2 <br />i <br />E <br />0 <br />C <br />E <br />Qo <br />co <br />r") <br />0 <br />0 <br />00 <br />t0 <br />Ni <br />t— <br />a <br />E <br />i <br />_ <br />a <br />N <br />a <br />a <br />Q <br />E <br />FS <br />on <br />E <br />O <br />v <br />_ <br />_ <br />J <br />M <br />tU <br />T7 <br />co <br />01 <br />U <br />I <br />0 <br />U <br />0 <br />ts: <br />0 <br />v <br />U <br />J <br />N <br />i7 <br />N <br />N <br />Cf <br />Q <br />0 <br />4 <br />0 <br />v <br />0 <br />v <br />Q <br />m <br />v <br />cn <br />SIMPSON HGAMit <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 />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND <br />FASTENERS. (MIN. FIRST 4 BAYS) <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ <br />SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS -- <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O,C. w/ (2)16d NAILS EA. END. <br />MAX 9" SEE SCHEDULE -[RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) <br />IF >9" SEE 10/S5 MAX 9" <br />BACKNAIL w/ (2)16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING <br />SCHEDULE FOR SHEATHING DETAIL <br />45°± <br />r <br />450 ± <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO BRACE <br />SCHEDULE FOR <br />APPROX. 8" FROM <br />SHEATHING DETAILV 2x4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />RIDGE FASTENED AT <br />@ 8'-0" 0/C. <br />EXTEND AT LEAST 90% OF <br />EACH JOINT W/ (3) 10d <br />"L" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />' <br />& (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />2x8 P.T. <br />GABLE TRUSS <br />EACH JOINT w/ (3)10d & <br />FROM LEDGER TO <br />SILL <br />1/2" CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. '• <br />BLOCKING <br />7/16" OSB SHEATHING <br />ATTACHED W/ 1 Od <br />END <br />GYPSUM WALLBOARD <br />GABLE TRUSS <br />[��1/2" <br />NAILS @ 6" O.C. EDGES <br />T <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR Tfft7 <br />CDX PLYWOOD OR 7/16" <br />AND 12" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END T <br />OSB SHEATHING ATTACHED <br />10dX3" @ 3" O/C <br />CORD ATTACHED W/ (2)16d TOENAILS <br />w/ 10d NAILS @ 6" O.C. <br />THROUGH CHORD <br />2"x4" LEDGER MATCH BOTTOM CHORD <br />( <br />EDGES AND 12" O.C. FIELD <br />INTO 2"x6" P T PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />UNSUPPORTED, <br />BACKNAIL w/ (2)16d NAILS <br />IF >9" SEE 10/S5 <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR SHEATHING <br />DETAIL <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />DOUBLE TOP PLATE <br />EACH JOINT w/ (3)1 Old <br />2x4 CROSS BRACE APPROX. 8" <br />&(2) 10dTOE NAILS @ <br />FROM RIDGE FASTENED AT <br />EA. END <br />EACH JOINT w/ (3)1Old & (2)1 Od <br />(NOT REQ'D WHEN <br />TOE NAILS @ EA. END <br />GABLE IS 4'-1" OR <br />2x FRAME WALL (SEE WALL <br />SHORTER) <br />„C <br />SECTION FOR SIZE & SPACING <br />2x4 PANEL BLOCKING <br />/ <br />1/2"CDX PLYWOOD OR 7/16" <br />@48"O/C FOR THE <br />��� � <br />(2) 16d <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />. �\ <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />SNAILS <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />\� <br />(2)16d NAILS <br />W/ (2)16d TOENAILS <br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <br />WEEP SCREED NOTCH "L" BRACE HERE THE FIRST (4) ROWS OF TRUSSES <br />P NE <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 1 O/S5 <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />-1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED w/ 1 Od NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />FASTEN WITH 10dx3 4 O/C SPACED 2x4 T ON TOP OF A L 10dx3" @ 4" O/C <br />@ 1/2 x 8 J BOLT 4$ O.C. <br />@ 48" O.C. INSTALLED PER MANUF. @ I I WEEP SCREED FROM EA, END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO <br />MOISTURE BARRIER <br />I I SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-010dx3 @ 4 0/C <br />" INSTALLED PER MANUR ATTACHED w/ (2)16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. <br />1/2"x 8" "J" BOLT 32" Q.C. MINIMUM 6" FROM <br />@ <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />PLATE SPLICES w! 3/16"x2" PLATE WASHER <br />SIMPSON META12 w/ (7) <br />ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS <br />NOTE: IF EMBEDDED <br />10dx1 1/2" NAILS AT EA. <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />TRUSS VERTICAL WEB (24,, <br />GABLE WEB <br />SECTION <br />2 <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/MIN. 4" <br />1Od NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />EMBEDMENT IN KO BLOCK <br />S5 <br />SCALE: N.T.S. <br />55 <br />TITEN ON OUTSIDE <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />REFER TO DETAIL J <br />N <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />- <br />X-BRACING, AND TOP <br />T <br />M <br />M <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />NOTES AND NAILING <br />INFORMATION <br />� <br />°� <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />WOOD TRUSSES <br />t° <br />� <br />1 1 <br />1/ ` <br />2"x4" CROSS BRACE <br />(2) 16d NAILS <br />APPROX. 8" FROM <br />2x4 RAT RUN BRACING <br />112" <br />% <br />RIDGE FASTENED AT <br />„ <br />AT 24 O.C. ON TOP OF <br />EACH JOINT w/ (3) <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />10d �& (2) 10d TOE <br />' <br />ATTACHED W/ 2 -16d <br />NAILS @ EA. END <br />AT EA. TRUSS JOINT <br />� <br />2 2 IN NATIONS W/ 1 R <br />O x 4 LAM A ONS O OW <br />� <br />2 x 4 LAMINATIONS W/ 1 ROW <br />(3) O <br />� „ <br />3 x 6 LAMINATIONS W/ Z ROW OF <br />O 2 LA O O S <br />2x4 PANEL BLOCKING <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />@ 48" O/C FOR THE <br />2 16d NAILS <br />( ) <br />2x4 BLOCKING @ 24° <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 />FIRST 4 <br />O ROWS OF <br />' <br />O/C w/ (2) 16d <br />TRUSSES FROM EA. <br />TOENAILS @ EA. END <br />NOTES: <br />END TYP. TOP & <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" <br />DIA. x 51/2" LAG SCREWS OR EQUAL <br />BOTTOM ATTACHED <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <br />wl (2)16d TOENAILS <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 />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) <br />EXT. WALL CONN. 0 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />NON -LOAD BEARI G LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" 1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />ADDITIONAL INFORMATION. <br />IINIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) TOENAIL <br />(2)16d NA <br />(2)16d PER <br />JOINT <br />2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />12" <br />SEE RSH SCHEDULE <br />FOR ATTACHMENT <br />2X4 #2 SYP BLK'G @ 16" Q.C. <br />(2)1 Od x 0.131" <br />TOENAILS EA. SIDE <br />CONT. 2X4 #2 SYP w/ 10d <br />XO.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL ("'lO <br />SCALE: N.T.S. S5 <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. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />MINIMUM (2)16d PER JOINT <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <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 1" 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/ 1 Od NAILS @ 4" O.0 <br />aEZLK <br />TYPICAL <br />GABLE TRUSS WEB J <br />SINGLE 1" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C GABLE TRUSS <br />TRUSS VERTICAL <br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2"x8" "L" BRACE -� <br />SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH (3) <br />) STUD WALL (SEE TYP. SEC.) <br />16d PER SIDE <br />SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 <br />SCALE: N.T.S. 55 SCALE:N.T.S. AS PER HIB 91 SCALE: N.T.S. S5 <br />REV. 06,08.22 <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />-1/2" CDX PLYWOOD OR 7/16" <br />SHEATHING <br />OSB ATTACHED <br />W/ 1 Od NAILS @ 6" O.C. <br />E ES AND 12" O.C. FIELD <br />JACK TRUSS <br />zz SEE PLAN FOR <br />CONNECTION <br />2x4 "T" ON TOP OF PANEL—' <br />BLOCKING, FASTEN WITH 2x4 BLOCKING W/ <br />10dx3`' @ 4" O/C (2)12d TOENAILS <br />SECTION g <br />SCALE: N.T.S. CJ`CJ <br />MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />6 OVERLAP <br />M <br />S5 <br />"L' BRACE W/ 10d @ 4" 0/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"0/C <br />WOOD TRUSSES <br />SIMPSON HGAMI OKTA w/ (4) <br />1/4"xl 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"X2 314" <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2)1 Old <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />z <br />w <br />BRACING w/ (3)1 Od x 3" AT <br />• EACH CONN, @ 24" O/C <br />1, \- <br />MOISTURE BARRIER <br />BOND BEAM <br />- MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. @@NON - LOAD <br />BEARING LOCATIO (UNEVEN CLG.) <br />E <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <br />ADDITIONAL INFORMATION.�­S5 <br />_ <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />(1) 2"X4" (U.N.O.) <br />"t" BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-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'W" 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"x1 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"XY SDS SCREWS <br />TO PLATES (TYP.) <br />\—STUDS @ 16" O.C. <br />GABLE END BRACING DETAIL SCALE:3/4"=T-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />TRUSS <br />SIMPSON SP2 W1(12) <br />10d NAILS AT EACH <br />STUD <br />END JACK <br />1 V-0" MAX. <br />tiZA <br />e <br />o <br />a <br />S <br />�yc� <br />CORNERJACK <br />Q <br />� <br />W <br />z <br />>z <br />0 <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX 20'-0" MAX <br />"X" BRON CHORD BRACING 2X4 MIN. <br />ON <br />NOTE: ZTOP CHORD 2x4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />@ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />BAYS <br />THAT MY BE REQUIRED <br />BOTTOM CHORD GABLE END BRACING <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />@ 4'4" O.C. MAX. FOR FIRST (4) BAYS <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN(T), <br />AS PER BCSI SCALE: N.T.S. <br />SCISSOR TRUSS <br />SCISSOR TRUSS <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 />W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'4' 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 />c.e C <br />ci -o = <br />® 0 <br />LAJ <br />� d d <br />cm <br />�42 <br />c E <br />ea n <br />YI/IP. <br />�.e��,��i"01191t31rat/ <br />......., <br />Q ; of <br />LO . <br />.• <br />?OrES3% <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 2020 Florida Building Code - <br />Residentlal <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />g. E <br />0 <br />0 M <br />a S <br />S <br />WIN 0 1- <br />0 (-0 <br />N M LL <br />Q U- LL W <br />a —a a Y <br />m E rn <br />9 o <br />OC CO N 0 <br />WU) °' m <br />W 0 J <br />x <br />Z < LLN co Q O <br />oU <br />x 0 0 <br />W 00 <br />M v-•- <br />a) <br />O <br />o0 <br />W <br />W Nq <br />� O <br />N <br />1 <br />O <br />J <br />4- U, <br />f0 w <br />—� <br />OLU <br />to m Y <br />C) <br />J E <br />p cm> <br />= 0 <br />`� <br />®® <br />N � <br />em <br />CD <br />w <br />co <br />z <br />o <br />z <br />U- <br />c E <br />4 0 <br />�� <br />o <br />w Z <br />o <br />?® <br />❑ 0. <br />Cu <br />o< <br />a� <br />Up <br />U <br />&_ <br />O <br />Qz <br />Q <br />az <br />-.a)+ L <br />• � <br />C <br />C <br />o <br />z <br />0Y <br />U <br />y0 <br />m � <br />p <br />DE <br />Z , <br />yz <br />_ <br />ONE <br />o <br />Z <br />ao <br /><o <br />C1 <br />i� <br />-w <br />Z F <br />'O <br />o <br />� <br />Uj <br />a <br />0 C)ip <br />ai <br />rn <br />CV <br />0 <br />to <br />� <br />cc <br />.— <br />co <br />w J <br />0 <br />.ram <br />u � <br />M <br />00 <br />co <br />� �° L L <br />C:) <br />H <br />M co <br />LO <br />o N <br />IN <br />M <br />CU <br />LO N <br />Q 0c) <br />LUf7 <br />GSA <br />CO 00 <br />r <br />w co T1 <br />O <br />0 <br />z <br />ca <br />z <br />= N T <br />E c) ,— <br />�6 <br />M <br />E <br />ci <br />JOB <br />NO: 22-11687-11682 <br />SCALE : AS NOTED <br />SHEET NO. <br />S5 <br />