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_ I I I 11 ! 1 t r I° — 1 -I I- - 1 _1_ I 1 1- All <br />3 <br />_ <br />Q <br />rn <br />0 <br />rn <br />0 <br />CD <br />cV <br />O <br />J <br />M <br />0 <br />I <br />M <br />a <br />L0 <br />L0 <br />v <br />V) <br />O <br />0 <br />ce <br />cV <br />M <br />M <br />0 <br />I <br />N <br />N <br />0 <br />L0 <br />0 <br />L0 <br />O <br />O <br />Q <br />3 <br />Q <br />to <br />t� <br />fA <br />(D <br />E <br />O <br />G <br />J <br />i <br />a <br />c <br />0 <br />0 <br />a) <br />LZ <br />N <br />N <br />c\O <br />O <br />a <br />M <br />CV <br />N <br />ci <br />S <br />W <br />a <br />m <br />v <br />N <br />2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLKG <br />2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. @ 16" O.C. w/ (2)16d NAILS EA. END. <br />2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />) MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) <br />FASTENERS. (MIN. FIRST 4 BAYS IF >9"SEE 10/S5 UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) <br />UNSUPPORTED, MAX. 9" <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS BACKNAIL w! (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" <br />SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, <br />SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 <br />E FR HEATHI <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - <br />ON FRAMING SHEET FOR SHEATHING <br />MAX. 9" <br />REFER TO DETAIL J <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />UNSUPPORTED, <br />ON SHEET S5 FOR <br />N <br />N <br />IF >9" SEE 10/S5 <br />X-BRACING, AND TOP <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />NOTES AND NAILING <br />INFORMATION <br />`° <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL wl <br />11 <br />1/ <br />(2)16d NAILS <br />WOOD TRUSSES <br />60 <br />00 <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />2x4 RAT RUN BRACING <br />1 <br />]12" <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />AT 24" O.C. ON TOP OF <br />t2' <br />EACH JOINT w/ 3 <br />() <br />AT LEAST 90% OF WEB <br />-- <br />-" <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />10d & (2)10d TOE <br />NAILS @ EA. END <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />ATTACHED W/ 2 -16d <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />SIMPSON HGAM10KTA <br />24 <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />' <br />(2) 16d NAILS <br />W/ 10d NAILS @ 6" O.C. <br />W/ <br />2x4 BLOCKING @ <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL ( - � ) <br />D - 0.207 , L = 41/2" OR EQUAL <br />E <br />ES AND 12" O.C. FIELD <br />O/C w/ (2)16d <br />TRUSSES FROM EA. <br />�` <br />(4) 1/4"x1 1/2" SDS <br />TOENAILS @ EA. END <br />NOTES: <br />END TYP. TOP & <br />? <br />>, JACK TRUSS <br />SCREWS <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 />SEE PLAN FOR <br />TO BLOCKING & (4) <br />MASONRY WALL <br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />w/ (2)16d TOENAILS <br />��-_ CONNECTION <br />1 /4"x2 3/4" <br />TITEN TO CMU <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 />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) <br />2x4 "T" ON TOP OF PANEL <br />EXT. WALL CONN. a <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />BLOCKING FASTEN WITH <br />BLOC IN 4" FA <br />2x4 BLOCKING W/ <br />2x4 BLOCKING <br />TOENAILS <br />NON -LOAD BEARING <br />LOCATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />n, <br />D <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />SECTION <br />('9 <br />Y <br />SEE TYP. WALL SECTION FOR <br />SCALE: 3/4"=-V-0" <br />S5 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. S5 <br />SCALE: N.T.S. �S5 <br />71NIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) TOENAIL <br />(2) 16d NA <br />(2)16d PER <br />JOINT <br />l— CONTINUOUS BOTTOM CORD BRACING 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 BLKG @ 16" O.C. <br />(2)10d x 0.131" <br />TOENAILS EA. SIDE <br />CONT. 2x4 #2 SYP w/ 10d <br />X0.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL ri 0 <br />SCALE: N.T.S. S5 <br />1 GABLE TRUSS <br />S5 <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />6.9 MAX. <br />S5 <br />GABLE END BRACING DETAIL <br />S5 <br />CONT. BEARING <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <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 rm— <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 />WOOD TRUSSES <br />SIMPSON HGAMI0KTA w/ (4) <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"x2 3/4" <br />TITEN TO CMU <br />EXT. WALL CONN. @ NON -LOAD <br />BEARING LOCATION (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.0.) <br />"L" BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-0" <br />T-O" - 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" 0/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 />/—GABLE TRUSS <br />L \_ DBL. TOP PLATE STUDS @ 16" O.C. <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 />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 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 REQUIRED BOTTOM 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 />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 <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 "T" 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 DETAILS 6 <br />SCALE: N.T.S. �S� <br />DIAPHRAGM <br />BSO/C <br />NG @ <br />48Al <br />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 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX <br />CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />c� � <br />— <br />} <br />hL1 <br />5 <br />AS PER BCSI <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 />SCISSOR TRUSS <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 />4" <br />N <br />0 <br />N <br />C" <br />Z <br />� w <br />i � G <br />co CJ <br />'in.�c.rs <br />V! 07 P <br />a �+ <br />ie <br />ua <br />4_ <br />N <br />J � <br />y � <br />a - <br />i <br />ltlww <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 />Residential <br />7th Edition. 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