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1 <br />3 <br />w <br />I <br />N <br />u7 <br />N <br />C <br />0 <br />J <br />N <br />3 <br />tz <br />Q <br />M <br />0 <br />i <br />E <br />93 <br />I <br />E2 <br />i <br />-O <br />i <br />CL <br />a� <br />19 <br />L� <br />N <br />N <br />0 <br />a <br />M <br />N <br />N <br />S <br />N <br />SIMPSON HGAM11 <br />W/ <br />(4)1/4"xl 1/2" SDS <br />SCREWS <br />TO BLOCKING & (d <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 DETAILS (2)16d NAILS—N <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 UNSUPPORTED, BACKNAIL w/ (2)16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND <br />SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING <br />i <br />as°t <br />/ <br />37 <br />45° t <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />SCHEDULE FOR <br />2x4 CRO BRACE <br />SHEATHING DETAILY 2x4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />APPROX. 8" FROM <br />@ 8'-0" O/C, <br />EXTEND AT LEAST 90% OF <br />, <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />' <br />EACH JOINT W/ (3) 10d <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />& (2)10d TOE NAILS @ <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />EA. END @ 48" O.C. <br />EACH JOINT w/ (3)10d & <br />SIMPSON H2.5A w/ 00) 8d <br />2x8 P.T. <br />GABLE TRUSS <br />(2)10d TOE NAILS @ EA. <br />FROM LEDGER TO <br />SILL <br />1/2"CDX PLYWOOD OR <br />END <br />BLOCKING <br />7/16" OSB SHEATHING <br />ATTACHED W/ 10d <br />GYPSUM WALL BOARD7 <br />GABLE TRUSS <br />NAILS @ 6" O.C. EDGES <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR 7/16" <br />' <br />AND 12" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 <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 />EDGES AND 12" O.C. FIELD <br />INTO 2"x6" P T PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />DETAIL <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />/ <br />RIDGE FASTENED AT <br />DOUBLE TOP PLATE <br />EACH JOINT w/ (3)1Old <br />2x4 CROSS BRACE APPROX. 8" <br />& (2)10d TOE NAILS @ <br />FROM RIDGE FASTENED AT <br />EA. END <br />EACH JOINT w/ (3)10d & (2)1Old <br />(NOT REQ'D WHEN <br />/ <br />TOE NAILS @ EA. END <br />GABLE IS 4'-1" OR <br />2x FRAME WALL (SEE WALL <br />SHORTER) <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 />j / \ <br />(2)16d <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />TRUSSES FROM EA. <br />\\ NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />\\ <br />• <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />\\ <br />(2) 16d NAILS <br />( <br />W/ (2)16d TOENAILS <br />\\ \ <br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <br />WEEP SCREED THE FIRST (4) ROWS OF TRUSSES IA <br />2X4 "T" ON TOP OF PANEL <br />FASTEN WITH 10dx3" @ 4" O/C SPACED "" " T 4 " 0 C <br />INSTALLED PER MANUF. 1/2 x 8 J BOL @ 8 WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ 4)1/4"xl 1/2" SDS SCREWS TO <br />@ 48" O.C. BLOCKING, FASTEN WITH <br />SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. <br />MOISTURE BARRIER 10dx3" @ 4" 0/C <br />1/2"x 8" "J" BOLT 32" O.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)10d NAILS <br />NOTE: IF EMBEDDED <br />10dx1 1/2" NAILS AT EA. <br />& (4)1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />TRUSS VERTICAL WEB (24" <br />1 <br />GABLE WEB S E CT I 0 N <br />2 <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4" <br />10d NAILS & (4)1/4"x21/4" <br />SCALE: N.T.S. <br />S5 EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. <br />Sj <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 />M <br />M <br />" <br />SEE STRUCTURAL <br />X-BRACING, AND TOP <br />CHORD BLOCKING <br />N <br />Ib <br />I" <br />NOTES AND NAILING <br />INFORMATION <br />`° <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />ill <br />1 <br />1/ <br />(2)16d NAILS <br />WOOD TRUSSES <br />;° <br />2"x4"CROSS BRACE <br />APPROX. 8" FROM <br />2x4 RAT RUN BRACING <br />" <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />t2' <br />W/ ) <br />BOTT. CHORD FOR 4 <br />1 dC& (20 0d TOEINT <br />TRUSS SPANS <br />It <br />NAILS @ EA. END <br />ATTACHED W/ 2 -16d <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 />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 />2x4 BLOCKING @ 24" <br />CKIN <br />BLOCKING <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) ROWS OF <br />O/C <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" 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 />w/ (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. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE:3/4"=,'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />ADDITIONAL INFORMATION. S5 <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) TOENAIL t <br />(2)16d NA <br />(2)16d PER <br />JOINT <br />7"Y4" MIN SFF M/S5 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. S5 <br />GABLE END BRACING DETAIL <br />12" <br />SH SCHEDULE <br />TTACHMENT <br />SYP BLK'G @ 16" O.C. <br />I x 0.131" <br />AILS EA. SIDE <br />2x4 #2 SYP w/ 10d <br />X0.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL 10 <br />SCALE: N.T.S. S5 <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />MAX. 9" <br />UNSUPPORTED, 8d @ 6"O/C <br />IF >9" SEE 10/S5 r•WOOD TRUSSES <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 />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />SIMPSON HGAM10KTA w/ (4) <br />E ES AND 12" O.C. FIELD <br />1/4"x1 1/2" SDS SCREWS TO <br />JACK TRUSS <br />BLOCKING & (4)1/4"X2 3/4" <br />SEE PLAN FOR <br />TITEN TO CMU <br />CONNECTION <br />2x4 7' ON TOP OF PANEL•--/ <br />L <br />L� <br />BLOCKING, FASTEN WITH <br />2x4 BLOCKING W/ <br />[E <br />10dx3" @ 4" O/C <br />(2)12d TOENAILS <br />1. <br />SECTION <br />g14 <br />SCALE: N.T.S. <br />S 5 <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />\-MINIMUM (2)16d PER JOINT \-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" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <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 <br />7/16" OSB SHEATHING <br />ATTACHED w/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4 7' ON TOP OF PANEL <br />I BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <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 />2x4'17' 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" 0/C GABLE TRUSS <br />TRUSS VERTICAL <br />SIMPSON SP2 w/ (12)10d <br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE -� <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) <br />SECTION 3 SECTION 4 16d PER SIDE <br />SCISSOR GABLE "T" BRACE <br />S5 <br />SCALE: N.T.S. SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. <br />S'55 <br />REV. 06.08.22 <br />20'-0" MAX 20'-0" MAX <br />BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN, <br />2 x 4 BLOCKING w/ (2)10d <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />z <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 />ARCHITECTURAL FINISH <br />EXT. WALL CONN. NON - LOAD <br />BEARING LOCATIO (UNEVEN CLG.) rE <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 <br />ADDITIONAL INFORMATION. <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 />T-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) 1l4"xl 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4!')0 SDS SCREWS <br />TO PLATES (TYP.) <br />1—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 />11'-0" MAX. <br />yGo <br />9 <br />O� <br />LU <br />CORNERJACK <br />i <br />Y <br />p, <br />U <br />W <br />z <br />O <br />U <br />HIP FRAMING REFERENCE PLAN <br />L a <br />M�00 <br />ON <br />No <br />CC <br />151111111111111111 <br />a <br />i2 <br />NOTE: ZTOP CHORD 2x4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS <br />THAT MY BE REQUIREDZBOTTOM CHORD GABLE END BRACING <br />2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" 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 <br />AS PER BCSI <br />SCISSOR TRUSS <br />SCISSOR TRUSS <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 />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 />ap <br />Q <br />!V <br />am <br />W <br />a a� o <br />V t4 <br />— m <br />N C= <br />VI N L <br />o J <br />CCc'v Y <br />3 •= °' <br />Ee L C <br />a 3 Co <br />• °3' d <br />W �o <br />v> a a <br />s <br />0. U <br />tag„ <br />] V A <br />.• <br />L�....... <br />r <br />J <br />r- <br />• <br />L' �__j <br />RO o E SSto��\���,� <br />rtiQltll4stt <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residentlal 7th Edition. Engineers signature and seal is onry for <br />the sWctwml engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />IWI E <br />$ <br />I= C N o <br />v d 00 C N ib <br />0 <br />N 0 z5 LL <br />.64 C Z W <br />u_ LL <br />a 9LLLL SS W 0. <br />z• L '0LL <br />0 <br />W @Nco o <br />W CO i °' °' m <br />Z LO Z y- <br />t <br />N 1 <br />O U 0Vd' 00 <br />= U) <br />W pp <br />� R <br />(D <br />z 8 <br />z � � <br />z <br />� <br />Q <br />z <br />�4-J LL <br />U <br />W W <br />U <br />0 w s <br />to c y <br />�N = <br />co <br />„ . W <br />�_ p <br />L V <br />as <br />= <br />d <br />0 <br />W <br />CID <br />CM <br />M <br />= <br />o 9 <br />Z <br />U_ E <br />E <br />a 0 <br />t= U <br />wLL <br />rz <br />z° <br />o a <br />Im ro <br />0. <br />E <br />ao <br />0o <br />oz <br />z <br />i <br />N <br /><= <br />az <br />o <br />am C <br />Y <br />mo <br />Da <br />z <br />amJ <br />s <br />ym <br />a� <br />aw <br />�Z <br />0� <br />�0 <br />Wo3 <br />o <br />oLL <br />NZ <br />m <br />o <br />r <br />�a <br />>x <br />C O <br />0 <br />O <br />a�i <br />I..IL <br />>L6 <br />0 <br />m <br />c� <br />� <br />N <br />�..� <br />:3 O <br />O <br />U^ U >� <br />v, m > <br />�.� <br />O ,2 <br />CC <br />04 <br />� <br />04 <br />L>n <br />LO <br />� N <br />T <br />T <br />Q N <br />EM <br />M <br />N <br />d <br />z <br />z <br />�; <br />E N lu <br />a <br />E <br />U � <br />JOB <br />NO: 23-00501 <br />SCALE : AS NOTED <br />SHEET NO. <br />S5 <br />